NC0006564_Renewal Application_20151031

Baxter Healthcare Corporation 828-756-4151
P.O.Box 1390
Marion,North Carolina 28752
Baxter
October 26, 2015
NCDENR/DWR/NPDES Complex Permitting Unit
1617 Mail Service Center RECEIVED/DENR/DWR
Raleigh, NC 27699-1617
NOV. 0 2015
Subject: NPDES Permit NCD059140764 Modification Water Quality
Permitting Section
To Whom It May Concern,
Please find attached the NPDES permit modification application for Baxter Healthcare, LLC(Baxter),
Permit No. NCD059140764. Baxter is replacing the existing wastewater treatment plant with a more
modern facility designed to both meet the current load and to accommodate future growth. The
attached application describes both the existing and new wastewater treatment plant, as they will be
operated concurrently during the startup period of the new facility.
As part of the facility changes, Baxter is proposing to move the permitted outfall approximately 550
feet upstream from the current location. The new outfall will be designed with better hydraulic
characteristics to handle the design peak flows and will be closer to the wastewater treatment.plant.
Both outfalls will be used during startup, as the influent flow will be split between the new and old
treatment systems until the biology is sufficiently advanced in the new treatment system to accept
the entire flow. As the two outfalls will be discharging the same wastewater they are substantially
identical, therefore we only included one set of data for the effluent characterization. After startup
is complete the existing treatment plant, including the existing outfall, will be taken out of service.
For the existing outfall this means that it will be abandoned in place, but permanently capped or
plugged so that it can no longer be used.
Note that the permit application includes a list of equipment in use for each of the outfalls. One
change that Baxter is proposing for the existing system is the removal of the existing sand filters from
the process. The sand filter efficiency has greatly decreased due to maintenance issues and
significant expense would be required to improve their condition. However, Baxter can meet the
current permit limits straight out of the clarifiers,so there should be no impact on permit
compliance. The change is necessary so that Baxter can reuse the existing sand filter structure as
part of the new expansion;the new centrifuge will be constructed in the sand filter current location.
Although a permit to construct is not required, Baxter is including with this application copies of the
Basis of Design Report. This report is included to provide details on the new wastewater treatment
system and wastewater characterization that are not possible with the standard application forms.
Please note that we discussed the permit application requirements with Mr. Ron Berry in the
NCDENR Raleigh offices. He indicated that the permit renewal application submitted by Baxter on
July 28, 2014 had not yet been assigned a permit writer and indicated that both permit applications
would be reviewed concurrently;therefore, Baxter would not be required to submit a second

application fee with this permit modification application. If this is in error, please let us know so that
a check can be issued for the application fee.
In order to help you expedite your review, Baxter and our consultant would like to meet with
NCDENR to discuss the application and to answer questions you may have about the project. Please
let us know when you are available to meet. You can contact me directly at(828)756-6753 or
brian d [e-mail].
Sincerely,
Brian D Smit
Director of Environmental Health &Safety
Attachments:
Permit Application Binder(3 copies)—Each binder contains
EPA Form 1
EPA Form 2C
Engineering Alternatives Analysis
Local Government Review Form
Basis of Design Report

Bax��r Table of Contents
NPDES Permit Modification Application
Marion Wastewater Treatment Plant Upgrade
RECEIVED/DENRIDWR
Section 1 EPA Form 1 N ;V u G 2015
Water Quality
Section 2 EPA Form 2C Permitting section
Section 3 Engineering Alternatives Analysis
Section 4 Local Government Approval Form
Section 5 Basis of Design Report

Please print or type in the unshaded areas only
fill-in areas are aced for elite type,i.e, 12 characters/nch For Approved. OMB No.2040-0086. Approval expires 5-31-92
FORM a U.S.ENVIRONMENTAL PROTECTION AGENCY I. EPA I.D. NUMBER
GENERAL INFORMATION S T/A c
r F NCDO59140764 D
Consolidated Permits Program
GENERAL Read the"General Instructions"before starting.) 1 2 13 14 15
LABEL ITEMS GENERAL INSTRUCTIONS
If a preprinted label hasbeen provided,affix
I. EPA I.D. NUMBER it in the designated space. Review the
information carefully;if any of it is incorrect,
cross through it and enter the correct data
III. FACILITY NAME in the appropriate fill-in area below.Also if
any of the preprinted data is absent (the
area to the left of the label space lists the
V. FACILITY PLEASE PLACE LABEL IN THIS SPACE information that should appear), please
rovide it in the proper fill-in area(s)below.
MAILING LIST �f the label is complete and correct, you
need not complete Items I, III, V, and
VI(except VI-B which must be completed
regardless). Complete all items if no label
VI. FACILITY has been proved. Refer to the instructions
LOCATION for detailed item descriptions and for the
legal authorization under which this data is
collected.
II. POLLUTANT CHARACTERISTICS
INSTRUCTIONS. Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer"yes"to any
questions,you must submit this form and the supplemental from listed In the parenthesis following the question.Mark"X"in the box in the third column if
the supplemental form is attached. If you answer"no"to each question,you need not submit any of these forms. You may answer"no"if your activity is
excluded from permit requirements;see Section C of the instructions.See also,Section D of the instructions for definitions of bold-faced terms.
SPECIFIC QUESTIONS MARK"X" MARK"X"
FORM SPECIFIC QUESTIONS FORM
YES NO ATTACHED YES NO ATTACHED
A Is this facility a publicly owned treatment works B Does or will this facility(either exishngoi-proposed) --W 1
which results in a discharge to waters of the ❑ ® ❑ include a concentrated animal feeding ❑ ® ❑
U.S.?(FORM 2A) operation or aquatic animal production facility
which results in a discharge to waters of the
16 17 18 U.S.?(FORM 2B) 19 20 21
C. Is this facility which currently results in discharges ® ❑ ® D. Is this proposal facility(other than those described 1:1 ® Elto waters of the U.S.other than those described in in A orb above)which will result in a discharge to
A or B above? FORM 2C 22 23 24 waters of the U.S.? FORM 2D 25 26 27
E Does or will this facility treat,store, or dispose of F. Do you or will you inject at this facility industrial or
hazardous wastes?(FORM 3) ❑ ® ❑ municipal effluent below the lowermost stratum ❑ ® ❑
containing,within one quarter mile of the well bore,
underground sources of drinking water?(FORM 4)
28 29 30 31 32 33
G Do you or will you inject at this facility any produced H Do you or will you inject at this facility fluids for
water other fluids which are brought to the surface special processes such as mining of suffer by the
in connection with conventional oil or natural gas ❑ ® ❑ Frasch process,solution mining of minerals,in ❑ ® ❑
production, inject fluids used for enhanced situ combustion of fossil fuel,or recovery of
recovery of oil or natural gas, or inject fluids for geothermal energy?(FORM 4)
storage of liquid hydrocarbons?(FORM 4)
34 35 36 37 1 38 39
1 Is this facility a proposed stationary source which J. Is this facility a proposed stationary source which
is one of the 28 industrial categories listed in the is NOT one of the 28 industrial categories listed in
instructions and which will potentially emit 100 tons ❑ ® ❑ the instructions and which will potentially emit 250 ❑ ® ❑
per year of any air pollutant regulated under the tons per year of any air pollutant regulated under
Clean Air Act and may affect or be located in anthe Clean Air Act and may affect or be located in
attainment area? FORM 5 40 41 42 an attainment are? FORM 5 43 44 45
III. NAME OF FACILITY
c SKIP Baxter Healthcare Corporation
1
15 16-29 30 69
IV. FACILITY CONTACT
A.NAME&TITLE last,first,&title B PHONE area code&no.
c Pisarik, Michael;Sr. Environmental Engineer 828 756 6017
2
15 1 16 45 46 48 49 51 52 55
V. FACILITY MAILING ADDRESS
A.STREET OR P.O BOX
3 65 Pitt Station Rd
15 16 45
B.CITY OR TOWN C.STATE D.ZIP CODE
C Marion NC 28752
4
15 16 40 1 41 42 J 47 51
VI. FACILITY LOCATION,
A.STREET,ROUTE NO OR OTHER SPECIFIC IDENTIFIER
5 US Highway 221 at North Cove
15 16 45
B.COUNTY NAME
McDowell
46 70
C.CITY OR TOWN D.STATE E.ZIP CODE F.COUNTY CODE
C Marion NC 28752 111
6
15 16 40 41 42 47 51 52 54
EPA FORM 3510-1(5-90) CONTINUED ON REVERSE

CONTINUED FROM THE FRONT
VII. SIC CODES (4-digit, in order of priority)
A.FIRST B.SECOND
4J 2834 (specify) 7 3841 (specify)
5 ,s ,7 Pharmaceutical Preparations a Surgical and Medical Instruments
C.THIRD D.FOURTH /
(specify) 7 (specify)
15 16 17 1516 19
VIII.OPERATOR INFORMATION
A.NAME B.Is the name listed in Item
cBaxter Healthcare Corporation VIII-A also the owner?
s
16 19 ®YES [:]NO
C.STATUS OF OPERATOR Enterthe appropriate letterinto the answerbox;if"Other,"spec' D.PHONE area code
F=FEDERAL M=PUBLIC(other than federal orstate) P (specify) 828 756 6618
S=STATE O=OTHER(specify) A
P=PRIVATE `56 15 16 18 19 21 22 25
E.STREET OR PO BOX
65 Pitt Station Rd.
26 ss
F.CITY OR TOWN G.STATE H.ZIP CODE IX. INDIAN'LAND
c Marion NC 28752 Is the facility located on Indian lands?
B ❑YES ® NO
15 1 16 40 1 42 42 47 51
X. EXISTING ENVIRONMENTAL PERMITS
A.NPDES(Discharges to Surface Water D.PSD Air Emissions from Proposed Sources
C r ° NC0006564 ° T e
9 N NCG060030 9 P
NCG210000
15 16 117 1 18 30 15 16 1 17 1 18 30
B.UIC(Underground Injection of Fluids E.OTHER(specify) (Specify)
CT
' c T 8 0560OT16 Title V Air Permit
9 U 9
15 16 17 18 30 15 1 16 1 17 1 18 30
C.RCRA Hazardous Wastes E.OTHER(specify) (Specify)
c r ' T e WQ0031725 Land Application of
9 R 9 WQ0010689 Solids
15 16 1 17 1 18 30 15 1 16 1 17 1 18 30
XI. MAP
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must
show the outline of the facility,the location of each of its existing and proposed intake and discharge structures,each of its hazardous
waste treatment,storage,or disposal facilities,and each well where it injects fluids underground. Include all springs, rivers and other
surface water bodies in the map area. See instructions for precise requirements.
XII. NATURE OF BUSINESS (provide a brief description)
Baxter Healthcare Corporation, North Cove Facility, manufactures sterile liquid solutions in flexible bags for
intravenous therapy and other medical procedures.
XIII. CERTIFICATION see instructions
1 certify under penalty of law that/have personally examined and am familiar with the information submitted in this application and
all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained in
the application, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for
submitting false information,including the possibility of fine and imprisonment.
A.NAME&OFFICIAL TITLE(type or print) SIGNATURE- C.DATE SIGNED
Alan Weiler, Plant Manager X012 7
COMMENTS FOR OFFICIAL USE ONLY
c
C
15 1 16 55
EPA FORM 3510-1(8-90)

EPA I D NUMBER(copyfrnm Dern/of Form 1) Form Approved
Please print NCD059140764 OMB No 2040-0086
p type in the unshaded areas only. Approval expires 3-31-98
FORM US ENVIRONMENTAL PROTECTION AGENCY
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
2C \'g" EPA EXISTING MANUFACTURING,,COMMERCIAL,MINING AND SILVICULTURE OPERATIONS
NPDES Consolidated Permits Program
I OUTFALL LOCATION
For each outfall,list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water
A OUTFALL NUMBER B LATITUDE C LONGITUDE
(bst) 1 DEG 2 MIN 3 SEC 1 DEG 2 MIN 3 SEC D RECEIVING WATER(name)
001 35 50 15 82 00 00 North Fork Catawba River
002 35 50 15 82 00 00 North Fork Catawba River
II FLOWS,SOURCES OF POLLUTION,AND TREATMENT TECHNOLOGIES
A Attach a line drawing showing the water flow through the facility Indicate sources of intake water,operations contributing wastewater to the effluent,and treatment units
labeled to correspond to the more detailed descriptions in Item B Construct a water balance on the line drawing by showing average flows between intakes,operations,
treatment units,and outfalls If a water balance cannot be determined(e.g,for certain mining achwties),provide a pictorial description of the nature and amount of any
sources of water and any collection or treatment measures
B For each outfall,provide a description of (1)All operations contnbutmg wastewater to the effluent, including process wastewater,sanitary wastewater,cooling water,
and storm water runoff, (2) The average flow contributed by each operation, and (3)The treatment received by the wastewater Continue on additional sheets if
necessary.
1 OUT- 2 OPERATION(S)CONTRIBUTING FLOW 3 TREATMENT
FALL b AVERAGE FLOW b LIST CODES FROM
NO (lrct) a.OPERATION(hsi) (include onus) a DESCRIPTION TABLE 2C-1
001 Process Wastewter0 700 MGD Neutralization
2-K
Cooling Ponds Screening
0.130 MGD 1-T
Boiler Feed Water 0 221 MGD Equalization xx
Sanitary wastewater Activated Sludge
0.149 MGD 3-A
Flocculation
1-G
Sedimentation (Clarification)
1-u
Disinfection (W) 2-H
Discharge to Surface Water 4-A
Aerobic Sludge Digestor 5-A
Belt Filter Press 5-C
Land Application 5-P
OFFICIAL USE ONLY(efJluentgutdehncs sub-catcgones)
EPA Form 3510-2C(8-90) PAGE 1 of 4 CONTINUE ON REVERSE

FEPA I D NUMBER(copyfrnm item I gfhorm 1) Form Approved
NCDO59140764 OMB No 2040-0086
Please print or type in the unshaded areas only Approval expires 3-31-98
FORMUS ENVIRONMENTAL PROTECTION AGENCY
2APPLICATION FOR PERMITC -TEPA DISCHARGE WASTEWATER
EXISTING MANUFACTURING,,COMMERC ALO,MINING AND SILVICULTURE OPERATIONS
NPDES Consolidated Permits Program
I.OUTFALL LOCATION
For each outfall,list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water
A.OUTFALL NUMBER B.LATITUDE C.LONGITUDE
1 DEG 2 MIN 3 SEC 1 DEG 2 MIN 3 SEC I D.RECEIVING WATER(name)
001 35 50 15 82 00 00 North Fork Catawba River
002 35 50 15 82 00 00 North Fork Catawba River
II FLOWS,SOURCES OF POLLUTION,AND TREATMENT TECHNOLOGIES
A Attach a line drawing showing the water flow through the facility Indicate sources of intake water,operations contributing wastewater to the effluent,and treatment units
labeled to correspond to the more detailed descriptions in Item B Construct a water balance on the line drawing by showing average flows between intakes,operations,
treatment units,and outfalls.If a water balance cannot be determined(e g,for certain mining activities),provide a pictorial description of the nature and amount of any
sources of water and any collection or treatment measures
B For each outfall, provide a description of (1)All operations contributing wastewater to the effluent,including process wastewater,sanitary wastewater,cooling water,
and storm water.runoff, (2)The average flow contributed by each operation, and (3)The treatment received by the wastewater Continue on additional sheets if
necessary
1 OUT- 2 OPERATION(S)CONTRIBUTING FLOW 3 TREATMENT
FALL b AVERAGE FLOW b LIST CODES FROM
NO.(list) a OPERATION(list) (include units) a DESCRIPTION TABLE 2C-1
Process Wastewter Screening
002 0.700 MGD 1-T
Cooling Ponds 0 130 MGD Equalization XX
Boiler Feed Water Microstraining (Rotary Drum Screen
0.221 MGD 1-N
Sanitary Wastewater 0 149 MGD Neutralization 2-K
Mixing
1-O
Activated Sludge
3-A
Membrane Ultrafiltration
XX
Disinfection (UV)
2-H
Discharge to Surface water
4-A
Aerobic Sludge Digestion
5-A
Centrifugation
5-D
Land Application
5-P
OFFICIAL USE ONLY(effluenrgmdelores sub-categories)
EPA Form 3510-2C(8-90) PAGE 1 of 4 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
C Except for storm runoff,leaks,or spills,are any of the discharges described In Items 11-A or B intermittent or seasonall
❑YES(complete the following table) 0 NO(go to Secuon III)
3 FREQUENCY 4 FLOW
a DAYS PER B TOTAL VOLUME
2 OPERATION(s) WEEK b MONTHS a FLOW RATE( mgd) (spcch srnh imus)
1 OUTFALL CONTRIBUTING FLOW (s-6, PER YEAR 1 LONGTERM 2 MAXIMUM 1 LONGTERM 2 MAXIMUM C DURATION
NUMBER(hsl) (11aQ mange) (specfi'arcrage) AVERAGE DAILY AVERAGE DAILY (m days)
NA
III.PRODUCTION
A Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility?
®YES(complete/tem Ill-H) ❑NO(go to Secuon IV)
B Are the limitations in the applicable effluent guideline expressed In terms of production(or other measure of operation)?
❑YES(complete Item III-C) m NO(go to.Secuon/17
C If you answered"yes"to Item III-B,list the quantity which represents an actual measurement of your level of production,expressed In the terms and units used in the
applicable effluent guideline,and Indicate the affected outfalls.
1 AVERAGE DAILY PRODUCTION 2 AFFECTED OUTFALLS
a QUANTITY PER DAY b UNITS OF MEASURE c OPERATION,PRODUCT,MATERIAL,ETC (list outfall numbers)
(spec jq
NA
IV IMPROVEMENTS
A Are you now required by any Federal, State or local authority to meet any Implementation schedule for the construction, upgrading or operations of wastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described in this application?This Includes,but Is not limited to,
permit conditions,administrative or enforcement orders,enforcement compliance schedule letters,stipulations,court orders,and grant or loan conditions
❑YES(complete the following table) NO(go to hem IV-B)
1 IDENTIFICATION OF CONDITION, 2 AFFECTED OUTFALLS 3 BRIEF DESCRIPTION OF PROJECT 4 FINAL COMPLIANCE DATE
AGREEMENT,ETC
a NO b SOURCE OF DISCHARGE a REQUIRED b PROJECTED
NA
B OPTIONAL You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affect your
discharges)you now have underway or which you plan Indicate whether each program is now underway or planned,and indicate your actual or planned schedules for
construction
❑MARK"X"IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED
EPA Form 3510-2C(8-90) PAGE 2 of 4 CONTINUE ON PAGE 3

EPA I D NUMBER(copyjrom Item I oflorm 1)
CONTINUED FROM PAGE NCD059140764
V INTAKE AND EFFLUENT CHARACTERISTICS
A,B,&C See instructions before proceeding—Complete one set of tables for each outfall—Annotate the outfall number in the space provided
NOTE Tables V-A,V-B,and V-C are included on separate sheets numbered V-1 through V-9.
D. Use the space below to list any of the pollutants listed in Table 2c-3 of the instructions,which you know or have reason to believe is discharged or may be discharged
from any outfall.For every pollutant you list,briefly describe the reasons you believe it to be present and report any analytical data in your possession.
1 POLLUTANT 2 SOURCE 1 POLLUTANT 2.SOURCE
Strontium 122 ppb Groundwater
Ammonium Hydroxide Wastewater Treatment (Nutrient
Addition)
Sodium Hydroxide Wastewater Treatment (pH
control)
Sulfuric Acid Wastewater Treatment (pH
control)
Phosphoric Acid Wastewater Treatment (Nutrient
Addition)
VI POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS
Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or byproduct?
ElYES(hst all such polluwants below) NO(go to hem VI-B)
EPA Form 3510-2C(8-90) PAGE 3 of 4 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
VII.BIOLOGICAL TOXICITY TESTING DATA
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
©YES(identify the test(s)and describe then-purposes below) ❑NO(go to Section V111)
Quarterly toxicitiy testing is carried out as required by the current permit.
VIII.CONTRACT ANALYSIS INFORMATION
Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm?
®YES(list the name,address,and telephone number of,and pollutants analyzed by, ❑NO(go to Section UI
each such laboratory orfirm below)
A NAME B ADDRESS C TELEPHONE D.POLLUTANTS ANALYZED
(area code R-no.) (list)
Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 [phone] O&G, Priority Polutants,
Huntersville, NC 28078 Ammonia, TN, TP
IX.CERTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathenng the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete 1 am aware that there
are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations
A NAME&OFFICIAL TITLE(type or print) B.PHONE NO (area code R no)
Alan Weiler, Plant Manager (828) 756-6530
C SIGN TURE^ D DATE SIGNED
EPA F r 3510-2C(8-90) PAGE 4 of 4

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY You may report some or all of this information EPA I D NUMBER(copy from Item I ofFonn 1)
on separate sheets(use the same format)instead of completing these pages NCD059140764
SEE INSTRUCTIONS
OUTFALL NO
V INTAKE AND EFFLUENT CHARACTERISTICS(conhnued from page 3 of Form 2-C) ooi
PART A—You must provide the results of at least one analysis for every pollutant in this table.Complete one table for each outfall See instructions for additional details
3 UNITS 4 INTAKE
2 EFFLUENT (.specrfyrjhlank) (optional)
b MAXIMUM 30 DAY VALUE c LONGTERM AVRG VALUE a.LONG TERM
a MAXIMUM DAILY VALUE (favadahle) (fanadahle) AVERAGE VALUE
1.POLLUTANT (1) (1) ANALYSES O S a.CONCEW TRATION b MASS (1) ANALYSES
O S
CONCENTRATION (2)MASS CONCENTRATION (2)MASS (1)CONCENTRATION (2)MASS CONCENTRATION (2)MASS
a Biochemical Oxygen Mg
/L(BOD) 92 511 44 261 9 50 1095 m /L lbs
b Chemical Oxygen 128 759 71 476 12 158 1095 mg/L lbs
Demand(COD)
c Total Organic Carbon 5.8 37.6 1 m L lbs
(roc) 9/
d Total Suspended
Solids(7)) 83 478 29 167 10 64 1095 mg/L lbs
e Ammonia(as M <0.1 1 mg/L lbs
VALUE VALUE VALUE VALUE
f Flow 1.40 0.95 0.777 1095 MGD
g.Temperature VALUE VALUE VALUE VALUE
(winter) 16.1 13 °C
h Temperature VALUE VALUE VALUE VALUE
(summer) 28.5 27.7 20.8 °C
MINIMUM MAXIMUM MINIMUM MAXIMUM
pH 6.6 8.3 6.9 7.7 1095 STANDARD UNITS
PART B— Mark"X"in column 2-a for each pollutant you know or have reason to believe is present Mark"X"in column 2-b for each pollutant you believe to be absent If you mark column 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant For other pollutants for which you mark column 2a,you must provide
quantitative data or an explanation of their presence in your discharge Complete one table for each outfall See the instructions for additional details and requirements
2 MARK"X" 3 EFFLUENT 4 UNITS 5 INTAKE(optronal)
1.POLLUTANT b MAXIMUM 30 DAY VALUE c LONG TERM AVRG VALUE a LONG TERM AVERAGE
AND a b a.MAXIMUM DAILY VALUE (favadahle) (favadahle) VALUE
CAS NO BELIEVED BELIEVED (1) (1) (1) d.NO OF a CONCEN- (1) b NO.OF
(favatlahle) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES
a Bromide v
(24959-67-9) X 1
b Chlorine,Total �/
Residual X 1
c Color X 1
d Fecal Coliform X 330 193 24 270 #/100 mL
e Fluoride
(16984-48-8) 1
f.Nitrate-Nitrite �/
(as N) X 9 3 1 mg/L
EPA Form 3510-2C(8-90) PAGE V-1 CONTINUE ON REVERSE

ITEM V-B CONTINUED FROM FRONT
2 MARK"X" 3.EFFLUENT 4 UNITS 5 INTAKE(optional)
1.POLLUTANT b MAXIMUM 30 DAY VALUE c LONG TERM AVRG VALUE a LONGTERM
AND a b a.MAXIMUM DAILY VALUE (ija,nilable) (ja»ailable) AVERAGE VALUE
CAS NO. BELIEVED BELIEVED (1) (1) (1) d.NO.OF a CONCEN- (1) b NO OF
(ijanailable) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES
g Nitrogen, ` g/
Total Organic(as /X\ 1.6 1 m L
M
h Oil and ND 1
Grease
I Phosphorus `
(as P),Total X 1.3 1 mg/L
(7723-14-0)
I.Radioactivity `X
,
(1)Alpha,Total `X,
(2)Beta,Total
(3)Radium, ,v`
Total
(4)Radium 226, v
Total
k.Sulfate
(asSO,) X 175 1 mg/L
(14808.79-8)
I.Sulfide v
^ 1
m Sulfite
(a,SO,) X 1
(14265-45-3)
n Surfactants X 0.81 1 mg/L
o.Aluminum,
Total
(7429-90-5) 1
p.Banum,Totalv 22 7 1 ug/L
(7440-39-3)
q Boron,Total
(7440-42-8) 1
r Cobalt,Total \/
(7440-48-4) 1
x
s Iran,Total
(7439-89-6) 76.3 1 ug/L
I Magnesium,
Total 11,700 1 ug/L
(7439-95-4)
u Molybdenum,
Total
(7439-98-7) 1
v Manganese,
Total
(7439-96-5) 1
w.Tin,Totalv
(7440-31-5) ^ 1
x Titanium,
Total X
(7440-32-6) 1
EPA Form 3510-2C(8-90) PAGE V-2 CONTINUE ON PAGE V-3

EPA I D NUMBER(copyfrom 1/em I of Form 1) OUTFALL NUMBER
CONTINUED FROM PAGE 3 OF FORM 2-C NCD059140764 001
PART C- If you are a primary industry and this outfall contains process wastewater,refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for Mark"X"in column 2-a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals,cyanides,and total phenols If you are not required to mark column 2-a(secondary industries,nonprocess wastewater outfalls, and nonrequired GC/MS
fractions),mark"X"in column 2-b for each pollutant you know or have reason to believe is present Mark"X"in column 2-c for each pollutant you believe is absent If you mark column 2a for any pollutant,you must
provide the results of at least one analysis for that pollutant If you mark column 2b for any pollutant,you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater If you mark column 2b for acrolein,acrylonitrile,2,4 dinitrophenol,or 2-methyl-4,6 dinitrophenol,you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater Otherwise,for pollutants for which you mark column 2b,you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged Note that there are 7 pages to this part; please review each carefully Complete one table(all 7 pages)for each outfall See instructions for
additional details and requirements
2 MARK"X" 3.EFFLUENT 4 UNITS 5 INTAKE(opuona!
1 POLLUTANT b MAXIMUM 30 DAY VALUE c LONG TERM AVRG a LONG TERM
AND a b c a MAXIMUM DAILY VALUE (rfanmlable) VALUE(rfaimdable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d NO OF a CONCEN- (1) b NO OF
(ifavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES
METALS,CYANIDE,AND TOTAL PHENOLS
1M Antimony,Total ND 1
(7440-36-0)
2M Arsenic,Total
(7440-38-2)
(7440-38-2) `X
ND 1
3M Beryllium,Total X ND 1
(7440-41-7) `/,\
4M.Cadmium,Total X ND 1
(7440-43-9)
5M Chromium, v
Total(7440-47-3) ND
X 1
6M Copper,Total
(7440-50-8) \ ' ND 1
7M Lead,Total X ND 1
(7439-92-1) `, ,`
8M Mercury,Total X ND 1
(7439-97-6) `, /\
9M Nickel,Total X ND 1
(7440-02-0)
10M.Selenium, NDv
Total(7782-49-2) X 1
11M Silver,Total
(7440-22-4) ND 1
12M Thallium, v
Total(7440-28-0) ND
X 1
13M Zinc,Total
(7440-66-6) X 10.1 1 ug/L
14M Cyanide, X
Total(57-12-5) ND 1
15M Phenols, X
Total ND 1
DIOXIN
2,3,7,8 Tetra- DESCRIBE RESULTS
chlOrOdlben2o-P- XThere was no dioxin detected in the WWTP effluent. It is not used or formed anywhere onsite.
Dioxin(1764-01-6)
EPA Form 3510-2C(8-90) PAGE V-3 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
2 MARK"X" 3 EFFLUENT 4 UNITS 5 INTAKE(opaonao
1.POLLUTANT b MAXIMUM 30 DAY VALUE c LONGTERM AVRG a LONGTERM
AND a b c a MAXIMUM DAILY VALUE (rjavarlahle) VALUE(rfavarlahle) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d NO.OF a CONCEN- (1) b NO OF
(ijavarlahle) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—VOLATILE COMPOUNDS
1V Accrolein �/
(107-02-8) ^ ND 1
2V Acrylomtnle �/
(107-13-1) ^ ND 1
3V Benzene �/
(71-43-2) ^ N 1
me &s(Chloro- `
mcrh��n Ether /X\ ND 1
(542-88-1)
5V Bromoform
(75-25-2) ND 1
Carbon
Te ,
Tetrachloride X ND 1
(56-235)
7V Chlorobenzene �/ ND 1
(108-90-7)
8V.Chlorodi- \/
bromomethane x ND 1
(124-48-1) , `
9V.ChloroethaneND�/
(75-00-3) ^ 1
2-Chloro-
eth
ethylvmyl EtherX ND 1
(110-75-8)
11V Chloroform
(67-66-3) x ND 1
12V Dichloro-
bromomethane ND 1
(75-27-4)
13V Dichloro-
difluoromethaneX ND 1
(75-71-8)
14V.1,1-Dichloro- \/ ND
x 1
ethane(75-34-3)
15V 1,2-Dichloro- \/ ND
x
1
ethane(107-06-2) `
16V 1,1-Dichloro- X ND 1
ethylene(75-35-4) \/`,
17V.1,2-Dichloro- X ND 1
propane(78-87-5)
18V.1,3Dichloro-
`
propylene /X\ ND 1
(542-75-6) ` ,
19V.Ethylbenzene X ND 1
(100-41-4) `//`
20V Methyl X ND 1
Bromide(74-83-9)
21V Methyl ND 1
Chionde(74-87-3)
EPA Form 3510-2C(8-90) PAGE V-4 CONTINUE ON PAGE V-5

CONTINUED FROM PAGE V-4
2 MARK"X. 3 EFFLUENT 4 UNITS 5 INTAKE(opnonaQ
1 POLLUTANT b.MAXIMUM 30 DAY VALUE c LONGTERM AVRG a LONGTERM
AND a b c a.MAXIMUM DAILY VALUE (javadable) VALUE(rjanadable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO OF a CONCEN- (1) b NO OF
(rjoradohle) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—VOLATILE COMPOUNDS(continued)
22V Methylene X ND 1
Chlonde(75-09-2)
23V 2-
Tetrachloroethane ND 1
79-34-5
24V.Tetrachloro- ND 1
ethylene(127-18-4)
25V Toluene ND 1
(108-88-3)
26V 1,2-Trans-
Dichloroethylene ND 1
156-60-5
27V 1,1,1-Trichloro-
ethane(71-55-6) ND 1
28V 1,1,2-Tnchloro- ND 1
ethane(79-00-5)
29V Tnchloro- ND
ethylene(79-01-6) ^ ND 1
30V Trichloro-
fluoromethane X ND 1
75-69-4
31V Vinyl Chloride ND 1
(75-01-4)
GC/MS FRACTION—ACID COMPOUNDS \,
1A.2-Chlorophenol X ND
(95-57-8) , ` 1
2A 2,4-Dichloro-
phenol(120-83-2) 1
3A 2,4-Dimethyl- ND 1
phenol(105-67-9)
4A 4,6-Dindro-0- ND 1
Cresol(534-52-1)
5A 2,4-Dinitro- ND 1
phenol(51-28-5)
6A 2-Nitrophenol ND 1
(88-75-5) ` /
7A 4-Nitrophenol X ND
(100-02-7) , ` 1
8A.P-Chloro-M- NDv
Cresol(59-50-7) ^ 1
9A Pentachloro- ND
phenol(87-86-5) ^ ND 1
10A Phenolv ND 1
(108-95-2)
11A 2.4,6-Trichloro- �/
phenol(88-05-2) ^ ND 1
EPA Form 3510-2C(8-90) PAGE V-5 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
2 MARK"X" 3.EFFLUENT 4 UNITS 5 INTAKE(optional)
1 POLLUTANT b MAXIMUM 30 DAY VALUE c LONG TERM AVRG a LONGTERM
AND =RIQUIRRL
c a MAXIMUM DAILY VALUE (favadable) VALUE(fava,lable) AVERAGE VALUE
CAS NUMBER ED BELIEVED d.NO.OF a CONCEN- b NO.OF
(fava,lable) NT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—BASE/NEUTRAL COMPOUNDS
1B Acenaphthene X ND 1
(83-32-9) /`,`
2B Acenaphtylene X ND 1
(208-96-8) `,,`
3B Anthracene X ND 1
(120-12a)
4B.Benzidine
�/
(92-87-5) x ND 1
5B Benzo(a)
Anthracene X ND 1
(56-55-3)
68 Benzo(a) X ND 1
Pyrene(50-32-8)
7B 3,4-Benzo-
fluoranthene X ND 1
(205-99-2) `,
8B Benzo(ghi) X ND 1
Perylene(191-24-2)
9B Benzo(k)
Fluoranthene X ND 1
(207-08-9)
10B Bis(2-Clilaro-
erhoxy)MethaneX ND 1
(111-91-1)
11B Bis(2-Chloro-
ed vl)Ether X ND 1
(111-44-4)
12B Bis(2-
Chlomrsoprc,j�l 0X ND 1
Ether(102-80-1)
13B Bis(1-/aH1v1- ` ,
heryo Phthalate X ND 1
(117-81-7)
14B 4-Bromophenyl
Phenyl Ether X ND 1
(101-55-3) `/
15B Butyl Benzyl X ND 1
Phthalate(85-68-7)
16B 2-Chloro-
naphthalene X ND 1
(91-58-7)
17B 4-Chloro-
`,
phenyl Phenyl Ether X ND 1
(7005-72-3)
18B.Chrysene X ND 1
(218-01-9)
19B Dibenzo(a,h)
Anthracene X ND 1
(53-70-3)
20B 1,2-Dichloro-
benzene(95-50-1) x ND
21B.1,3-Di-chloro- �/
benzene(541-73-1) ^ ND 1
EPA Form 3510-2C(8-90) PAGE V-6 CONTINUE ON PAGE V-7

CONTINUED FROM PAGE V-6
2 MARK"X" 3 EFFLUENT 4 UNITS 5 INTAKE(opnonan
1.POLLUTANT b MAXIMUM 30 DAY VALUE I c.LONG TERM AVRG a LONGTERM
AND =TESTNGIELIbEVED
a MAXIMUM DAILY VALUE (fmvadable) VALUE(rjavailab/e) AVERAGE VALUE
CAS NUMBER BELIEVED (1) 1 (1) d.NO OF a CONCEN- (1) b.NO.OF
(ifovadahle) NT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—BASE/NEUTRAL COMPOUNDS(conanuca)
22B 1,4-Dichloro- ND 1
benzene(106-46-7)
23B 3,3-Dichloro- v ND 1
benzidine(91-94-1)
24B Diethyl \/
Phthalate(84-66-2) n ND 1
25B.Dimethyl ` /
Phthalate X ND
(131-11-3) / \ 1
26B Dt-N-Butyl ND 1
Phthalate(84-74-2)
278 2,4-Dmitro-
toluene(121-14-2) ND 1
28B.2,6-Dinitro- ND
toluene(606-20-2) ^ ND 1
298 Di-N-Octyl
Phthalate(117-84-0) ND 1
30B.1,2-Diphenyl-
hydrazine(as Azo- ND
benzene)(122-66-7) ^ ND 1
31B Fluoranthene v
(206-44-0) ^ ND 1
32B Fluarene v ND 1
(86-73-7)
33B Hexachloro-
benzene(118-74-1) x ND 1
34B.Hexachloro- v
butadiene(87-68-3) ^ ND 1
35B Hexachloro- ` ,
cyclopentadiene X ND 1
(77-47-4) , `
36B Hexachloro- ND 1
ethane(67-72-1)
37B Indeno \ /
(1,2,3-cd)Pyrene X ND
(193-39-5) /\ 1
38B Isophorone ND 1
(78-59-1)
39B Naphthalene
(91-20-3) ND 1
40B Nitrobenzene
(98-95-3) ND 1
41 B.N-Nitro-
sodimethylamine ND 1
(62-75-9)
42B N-Ndrosodi-
N-Propylamine ND 1
(621-64-7)
EPA Form 3510-2C(8-90) PAGE V-7 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
2.MARK"X" 3 EFFLUENT 4 UNITS 5 INTAKE(oprrona)
1 POLLUTANT b MAXIMUM 30 DAY VALUE I C.LONG TERM AVRG a LONGTERM
AND =Ts-TNGBEL,�SE,,
MAXIMUM DAILY VALUE (rjanorlahle) VALUE(rjavadahle) AVERAGE VALUE
CAS NUMBER D BELIEVED (1) (1) (1) NOFa CON - (1) b NO OF
(jm�arlahle) NT ABSENT
�C..
ONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—BASE/NEUTRAL COMPOUNDS(continuer)
43B N-Nitro- \/
sodiphenylamine X ND 1
(86-30-6) `, /`
44B Phenanthrene X ND 1
(85-01-8)
45B Pyrene ND 1
(129-00-0)
46B 1,2,4-Tri-
chlorobenzenev ND 1
(120-82-1)
GC/MS FRACTION—PESTICIDES
1P Aldrin
(309-00-2)
2P a-BHC v
(319-84-6)
3P p-BHC
(319-85-7)
4P y-BHC v
(58-89-9)
5P 8-BHC v
(319-86-8)
6P.Chlordane
(57-74-9)
7P 4,4'-DDT v
(50-29-3)
BP.4,4'-DDE
(72-55-9)
9P 4,4'-DDD v
(72-54-8)
1OP.Dieldrin
(60-57-1)
11P a-Enosulfan v
(115-29-7)
12P (S-Endosulfan
(115-29-7)
13P Endosulfan
Sulfate
(1031-07-8)
14P.Endnn
(72-20-8)
15P Endrin
Aldehyde
(7421-93-4)
16P.Heptachlor x(76-44-8)
EPA Form 3510-2C(8-90) PAGE V-8 CONTINUE ON PAGE V-9

EPA I D NUMBER(cogvfrom Item I rfform 1) OUTFALL NUMBER
CONTINUED FROM PAGE V-8 NCDO59140764 001
2 MARK"X" 3 EFFLUENT 4 UNITS 5 INTAKE(option)
1 POLLUTANT b MAXIMUM 30 DAY VALUE c LONGTERM AVRG a LONG TERM
AND =TESTINGBELIbEVED
ca MAXIMUM DAILY VALUE (favadable) VALUE(tfanarlable) AVERAGE VALUE
CAS NUMBER BELIEVED (1) (1) (1) d.NO OF a.CONCEN- b.NO OF
(favailable) NT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES
GC/MS FRACTION—PESTICIDES(continuer)
17P Heptachlor ` ,
Epoxide X
(1024-57-3)
18P PCB-1242
(53469-21-9)
19P PCB-1254
(11097-69-1)
20P PCB-1221
(11104-28-2)
21P PCB-1232 v
(11141-16-5)
22P.PCB-1248
(12672-29-6)
23P PCB-1260
(11096-82-5) n
24P PCB-1016
(12674-11-2) n
25P Toxaphene
(8001-35-2)
EPA Form 3510-2C(8-90) PAGE V-9

Baxter Heatlhcare
Marion, NC
Water Balance Process Diagram
Raw Water From Product Sanitary Domestic
Wells Deionizers/Distilled ProductioLDistilled 0.437 MGD 0.170 MGD
1.33 MGD 0.835 MGD 0.587
Flushes,Blow-down Flushe,Rinses
0.248 MGD 0.150 MGD
Wastewater Effluent-
Potable to Boilers Condensate Return Treatment Plant 0.600 MGD
Wood or Combined I` 0.130 MGD
0.221 MGD'
Evaporation SCWS Sterilizer Steam° 0.06M0.140 MGD 0.77 MGD D
SWRS
0.100 MGD
Extruders Spray Ponds Holding
0.086 MGD 0.130 MGD Pond
EWRS
0.079 MGD
Cooling Towers
0.120 MGD
Evaporation
0.028 MGD

1

iK ARC AD
'Infrastructure Water•Environment Buildings Imagine the result
�aXter
Marion Wastewater Treatment
Plant Upgrade
Engineering Alternatives Analysis
October 2015

ARCADIS
f Marion Wastewater Treatment
Plant Upgrade
Engineering Alternatives Analysis
J. Chris II, P. (NC 037263)
Principa nglneer
oleman
Water Resources Specialist
Prepared for
Baxter Healthcare
Prepared by
ARCADIS G&M of NC
2410 Paces Ferry Rd.
#400
Atlanta,Georgia 30339
�.� C R0
O�ESSIO
q_
Tel [phone]
Fax [phone]
' — p 037263 ;2
S ° Q` Our Ref
ATLBAXNC.EN01
Date
October 2015
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged,-confidential and exempt from
disclosure under applicable law.Any e°• °°
dissemination,distribution or copying of
this document is strictly prohibited.

ARCADIS Table of Contents
1. Background and Project Description 1
2. Projections of Flow 1
3. Technological Feasibility of Alternatives 2
Section 3.01 Connection to Existing POTW 2
Section 3.02 Land Application 2
Section 3.03 Water Reuse 5
Section 3.04 Direct Discharge to Surface Waters 6
Section 3.05 Combination of Alternatives 7
4. Economic Feasibility of Alternatives 7
Section 4.01 Connection to Existing POTW 8
Section 4.02 Land Application 9
Section 4.03 Water Reuse 9
Section 4.04 Direct Discharge to Surface Waters 10
Section 4 05 Combination of Alternatives 10
5. Summary and Conclusions 10
Tables
Table 1 Summary of economic analysis for each discharge alternative as an
incremental cost above the WWTP upgrade costs 11
Figures
Figure 1 Results of GIS analysis with LAS suitable areas in green. Results
are a one mile radius from project site. 4
Figure 2- Results from GIS analysis showing LAS suitable land in green.
Results are from a 5 mile radius from the project site and also
within the same valley. 5
Equation 1, Equation used to calculate Present Value of costs for each
discharge alternative 8
eaal do= I

ARCADIS Table of Contents
Appendices
A Water Balance
Acronyms and Abbreviation
gpd gallons per day
LAS land application system
MBR membrane bioreactor
MGD million gallons per day
NCDENR North Carolina Department of Environment and Natural Resources
NPDES national pollution discharge elimination system
POTW publically owned treatment works
USEPA United States Environmental Protection Agency
UV ultraviolet
WWTP wastewater treatment plant
eaal docs II

ARCADISEngineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
1. Background and Project Description
The Baxter Healthcare Corporation (Baxter)facility in North Cove, NC directly
discharges treated wastewater to the North Fork Catawba River via NPDES permit
NC0006564 issued by the State of North Carolina Department of Environment and
Natural Resources(NCDENR). The permit expired on January 31, 2015. The renewal
application was submitted July 28, 2014 and the revised permit has not yet been
issued by NCDENR.
The Baxter Wastewater Treatment Plant(WWTP) is over 40 years old and while
Baxter has periodically refurbished portions of the facility, it is in need of further
upgrades and modernization. Baxter has determined that replacing the existing
treatment plant will have a shorter schedule, require less coordination with and have
less impact on production processes, and be of similar cost than the significant
refurbishment required to extend the useful life of the current WWTP another 20 years.
The current WWTP consists of screening,flow equalization, activated sludge biological
treatment, solids separation via sedimentation and sand filtration, and UV disinfection.
The new system will consist of primary screening, two equalization basins, secondary
screening, pH neutralization, activated sludge biological treatment, membrane
separation, and ultraviolet(UV)disinfection. Additionally, the existing belt filter press
will be replaced with a centrifuge. After successful startup of the new WWTP,the
existing WWTP will be demolished and the existing outfall pipe capped
2. Projections of Flow
Wastewater from the Baxter facility is comprised primarily of process wastewater,
sanitary domestic wastewater, and utility wastewater(cooling tower blowdown and
boiler reject). Over the past 3 years from 2011 to 2014, an average of 760,000 gallons
per day(gpd)were discharged to the North Fork of the Catawba River under the
current NPDES permit. Future projected average flow rates from the new WWTP
increase to 950,000 gpd. This increase is due to an expected increase.in production;
however, no specific process changes are expected at the facility at this time.
Fluctuations in flow and influent quality will be minimized by two equalization basins
located ahead of the treatment works. The two basins are divided into a primary tank
and a high strength tank to equalize hydraulic and organic surges, respectively. The
expected maximum daily effluent is expected to be 1.4 MGD.
eaal do

! ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
3. Technological Feasibility of Alternatives
Section 3.01 Connection to Existing POTW
There are two Publicly Owned Treatment Works(POTW)within a 20 mile radius of the
Baxter facility. The City of Marion, NC owns and operates the Corpening Creek
Wastewater Treatment Plant, a 3 MGD facility located south of Marion that discharges
into Corpening Creek. The Corpening Creek WWTP currently services all of the City of
Marion as well as select areas immediately surrounding the city. Per the City's website,
Corpening Creek WWTP currently operates at 0.9 MGD, indicating the facility would
have the treatment capacity to handle the 0.95 MGD average daily flow from Baxter.
The trunk sewer line nearest the Baxter facility is a 24"trunk line running along
Rutherford Road in Marion, approximately 12.6 miles away from the site.
American Water Services, Inc. operates a 2 MGD facility for the nearby town of Spruce
Pine. Since the facility is only rated for 2 MGD, it is not expected to have the capacity
to treat the 0.95 MGD from the Baxter Facility. The nearest trunk sewer servicing that
WWTP is approximately 15 miles away via highway and over 1000 feet of elevation
higher than the Baxter Facility.
To connect the Baxter WWTP effluent line to the Corpening Creek sewer system, a
study must first be done to model the effects of the Baxter hydraulic loading on the
downstream POTW. Once the effects on the POTW have been established and
accepted, approximately 66,500 linear feet of 12"ductile iron pipe would need to be
buried in the rocky soil along Highway 221 to Rutherford Road south of Marion. Due to
the topography of the area,the effluent pipe would be a pressurized force main
requiring a series of pump stations and an outfall structure to connect to the 24"trunk
sewer line.
Section 3.02 Land Application
Effluent disposal via Land Application Systems (LAS) is the process of pumping
treated effluent through a network of sprinklers over a cover crop in a manner that
optimizes soil percolation and plant uptake while minimizing surface runoff. LAS
systems are typically comprised of the following components:wastewater treatment
plant, effluent storage basins, spray fields, and piping network. The amount of land and
storage volume required is a balance of effluent produced and the frequency and rate
at which it can be applied on the spray fields.
eaal d= 2

ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
The required surface area for spray fields is determined by the design hydraulic loading
rate for a selected cover crop. Per the United States Environmental Protection Agency
(USEPA) Process Design Manual for LAS systems(EPA/625/R-06/016), the
recommended preliminary loading rate for forested spray fields is 1 inch per week.At
this hydraulic loading rate, an estimated 421 acres of spray fields would be required for
the average effluent production. This area incorporates additional land required for
disposal of any effluent stored as a result of inclement weather conditions like excess °
rain. In order to prevent runoff from the spray fields, irrigation is not allowed during rain
events or during hard freezes;therefore additional land must be set aside to construct
effluent holding ponds that are used during inclement weather.
Once the area for the spray fields is established, land must be selected that meets the
criteria established in the USEPA Process Design Manual and NCDENR code 15A
NCAC 02T.0500. These criteria exclude lands unsuitable for LAS systems based on a
variety of factors including slope and proximity to other geographic features. Baxter
used a combination of USEPA and engineering judgement criteria for evaluation of
surrounding land as a potential for LAS land:
1. Maximum Slope(EPA Criteria):
a. Forests: 30%
b. Forage Crops: 15%
2. Set Backs (EPA Criteria):
a. Any habitable residence or place of public assembly:400'
b. Any habitable residence or place of public assembly owned by the
permittee: 200'
c. Any public or private water source: 100'
d. Surface waters, including wetlands: 100'
e. Any well: 100'
f. Any property line: 150'
g. Public Right of way: 50'
3. Floodplain (BPJ): Spray fields should not be located in the 100 yr. flood plain.
4. Hydraulics(BPJ): Must be in same valley(can't go over the mountain)
ArcGIS was used analyze the suitability of the surrounding land based on the criteria
above. Note that this analysis did not take into account the current land use, existing
structures, zoning, or availability for purchase. The analysis was originally constricted
to a one mile radius from the Baxter facility. This analysis showed that there was a sum
total of 316.6 acres, rendering LAS technologically infeasible at one mile. Lots with
suitable area less than 5 acres were excluded based on the technological inefficiency
of designing a spray field of less than 5 acres. The largest of the suitable lots within
eaet do= 3

$2 ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
one mile includes the land the Baxter production facility site(47.6 acres). Figure 1
below shows a map of the LAS suitable land within a one mile radius in green.
o Project
LAS-suitable land`
- LAS unsuitable land
., •eny risualhug parcels with,
S tir more acres of LAS-slntaae Ianil
Figure 1 Results of GIS analysis with LAS suitable areas in green.Results are a one mile
radius from project site.
The analysis then was expanded to a 5 mile radius from the plant. The results from
this analysis shows several large tracts of land near the fringe of the analysis suitable
for LAS. These lands would be over 4 miles away and over numerous elevation
changes. The results from the expanded analysis are shown in Figure 2.
eael d— 4

ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
t,
suitable
No
Yes
4 Project
Figure 2: Results from GIS analysis showing LAS suitable land in green.Results are from
a 5 mile radius from the project site and also within the same valley.
While the analysis shows sufficient LAS suitable land exists within a 5 mile radius of
the project site, it does show that the land is•mostly non-contiguous. Also, it is
unknown whether Baxter could acquire the land and whether there are feasible routes
to convey the treated water to the land.
Assuming a sufficient area of land existed, the LAS'system would include the spray
field infrastructure, pipeline, and effluent storage basins in addition to the wastewater
treatment plant. A preliminary estimate for the required,effluent storage based on water
balance and potential wet weather events yields a 14.1 million gallon basin.Assuming
a 10 foot depth as common with earthen basins requires a 4.3 acres of land for the
storage pond, not including the surrounding berm. Since the proposed WWTP lies
adjacent to a flood plain, a road and a trout stream, land for an effluent storage basin is
practically non-existent on site.As a result the pond and associated pump station
would have to be located at the LAS site.
Section 3.03 Water Reuse
Water reuse at the site is limited by FDA and Baxter internal regulations regarding
source water for Water for Injection (FDA 7/93). The regulations limit the sources of
water to onsite well water and purchased municipal water that meets clean drinking
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ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
water standards(40 CFR 141).Water not from one of these sources cannot be used in
or come in contact with the product. This limits the potential effluent reuse opportunities
onsite to non-contact cooling water, and toilet flush water.
The current water balance attached in Appendix A shows how water is used
throughout out the production facility.The cooling towers which supply non-contact
cooling water throughout the plant consume approximately 148,000 gallons per day
based on current operation with the exceptional quality onsite well water. To reuse
WWTP effluent in the cooling towers, close attention,would need to be paid to the
quality of the cooling water. Since the WWTP effluent is expected to have chlorides in
the 500 mg/L range, chloride stress cracking in the cooling tower would be a concern,
especially if the cooling tower materials of construction have limited chloride resistance
like galvanized steel.The other constituent of concern in cooling tower reuse would be
total dissolved solids(TDS). High TDS water can cause scaling of the pipes and
cooling towers and lead to inefficiency and ultimately system failure.
Domestic consumption,which includes all water used in the onsite kitchen, laundry
facilities and bathrooms, amounts to 170,000 gallons per day. However, of that
170,000 gallons per day, only a fraction can be made up of reuse water directly from
the onsite WWTP. The fraction of the domestic water that comprises toilet flush water
can use WWTP effluent as is with no other pretreatment but would likely require
extensive piping reconfigurations to allow for wastewater reuse and prevent cross
contamination with the potable supply.
Assuming the cooling towers can withstand the high chlorides in the effluent and the
effluent is suitable for half of the domestic consumption, effluent re-use demand would
be approximately 233,000 gallons per day, 25%of the daily effluent production.
Additional treatment of the effluent to potable standards via reverse osmosis or similar
technology would increase this value to 318,000 gallons per day but still less than half
of the daily effluent production. Even with tertiary treatment of the effluent to potable
standards, FDA and Baxter corporate regulations make complete effluent reuse
impossible due to lack of available reuse locations and demand.
Section 3.04 Direct Discharge to Surface Waters
The Baxter Healthcare site in Marion currently has a NPDES permit(NC0006564)to
discharge WWTP effluent to the North Fork of the Catawba River. Since Baxter
currently discharges to the river, any new impacts to the river are expected to be
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ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
negligible if not positive. The expected 1 MGD of effluent would represent less than 3%
of the 7Q10 stream flow at normal conditions.
The North Fork Catawba River runs between the production plant and the existing
wastewater treatment plant making it physically very easy to discharge the WWTP
effluent to the Catawba River.A new outfall structure would be located along the bank
of the river consisting of a headwall and discharge pipe. The structure will'be designed
in such a way that minimizes impacts to the streamflow and the river bank by
dissipating the energy of the effluent while ensuring sufficient mixing in the stream.
Section 3.05 Combination of Alternatives
Alternatives not feasible alone may be feasible when combined with another alternative
like land application and re-use for example. Determining the optimal combination of
alternatives is an iterative process that likely comes down to process uncertainty and
costs. One example of process uncertainty is weather as it has large impacts on land
application and cooling tower reuse. Designing the system for one alternative leads to
over or under design for another. The remedy for this potential balance problem is
effluent storage capacity. However, as mentioned above, available land for effluent
storage at the facility is scarce, making the design of a combination system a
technological challenge.
4. Economic Feasibility of Alternatives
After evaluating the individual or combination of discharge alternatives for technological
feasibility, an economic analysis was conducted to determine if any of the alternatives,
while technologically feasible, are prohibitively expensive to construct and operate over
the lifecycle of the project. To present a fair cost comparison among the alternatives, a
Present Value Cost Analysis was conducted for each discharge alternative. The
analysis takes into account the capital cost to construct the alternative,the regular
operating costs and the current interest rate to yield a present day dollar value for the
ultimate cost for life cycle of the project. Equation 1 below was used to calculate the
Present Value Cost for each alternative. For the purposes of this analysis,the ending
year of the facility is assumed to be 20 years.The Current EPA discount rate was
taken to be 5%.
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ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
PV= Co +cL�'Y(1+,T\-1�
In
Equation 1: Equation used to calculate Present Value of costs for each discharge
alternative
Where:
PV = Present value of costs.
Co = Costs incurred in the present year.
C = Recurring costs.
n = Ending year of the life of the facility.
r = Current EPA discount rate.
For each alternative, the capital and recurring costs of the onsite WWTP remains the
same as the level of pre-treatment required for each of the discharge alternatives is
very similar. Since the costs for the WWTP remains constant for all the alternatives, the
capital and operating costs associated with it are excluded from the analysis. All costs
presented in this section will be in addition to the cost incurred from the construction
and operation of the onsite WWTP.
Section 4.01 Connection to Existing POTW
The capital costs associated with a POTW connection include a force main, at least
one pump station and the associated appurtenances.The cost estimate for the force
main is based on $96 per linear foot of 12" reinforced concrete pipe running 12.6 miles
from the Baxter facility to the nearest trunk sewer line in Marion. A unit cost of
$310,000 for an 1,100 gpm pump station was based on costs for similar projects. 25%
of the installed cost was added to the capital cost to account for monitoring stations,
flow meters, valves and other associated appurtenances.
Operating costs associated with the force main include the operation of the 100 HP
pump in the pump station,continuous upkeep of the pipe, and the sewer discharge fee.
Annual power consumption is based on the pump running continuously for the entire
year at an energy cost of$0.07 per kWh.Annual pipeline maintenance is assumed to
be 1%of the total pipe costs. Sewer fees for the Corpening Creek facility for users
outside the city are$5.70 per 1000 gallons of sewage.
The total capital cost to connect the Baxter WWTP to the Corpening Creek POTW is
approximately$8.3 million, excluding any project contingency. Annual operating costs
east d= 8

ll , ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
for the force main system are approximately$2.2 million, the majority of which is the
sewer fee.These totals combine to give a Present Value Cost of$35.8 million to
connect the Baxter WWTP to the Corpening Creek POTW.
Section 4.02 Land Application
Capital costs to construct a land application system for the Baxter effluent include land
acquisition, storage pond construction, effluent pipeline installation, and spray header
network installation. Land acquisition costs were based on available real estate in the
North Cove area at the time of the project. Per acre costs averaged to approximately
$5200 for undeveloped land. Smaller lots marked for development sold for upwards of
$30,000 per acre. Costs for the effluent pipeline were developed in a similar manner to
the POTW connection option.The pipeline would be a 12"force main from the WWTP
to the LAS storage pond approximately 4.5 miles away. Capital costs for the storage
pond and spray network are based on recent Arcadis experience with other similar
project.Those totals amounted to$17,140 per acre for the spray fields and
approximately$400,000 for the storage basin.
The operating costs for the LAS system include the electrical costs for the two pump
stations operating a 100 HP pump each. Maintenance of the LAS.system was taken at
1%of the total cost of the mechanical system components. Property tax was based the
current McDowell county millage rate of$0.55 per$100 value. The operating costs
assume forested land with minimal maintenance. Forage and row crops will require
further maintenance costs but also present a potential source of revenue; that cost
exercise is out of the scope of this analysis.
The capital costs for a land application system to dispose of the Baxter WWTP effluent
is$18.9 million. The annual operating costs for the LAS system would be
approximately$430,000 per year. The values combine to give a Present Value Cost of
$24.3 million to construct and operate a land application system, assuming that the
land is available for purchase and development.
Section 4.03 Water Reuse
A cost analysis for effluent reuse at the site was not conducted because it is
technologically infeasible.As described in Section 3.03 above, complete effluent reuse
at the facility is technologically impossible due to lack of reuse water demand resulting
in an incomplete water balance for the site. The minimal reuse opportunities at the site
stem from FDA and Baxter Corporate regulations.
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ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
Section 4.04 Direct Discharge to Surface Waters
The additional costs to the project to direct discharge the onsite WWTP effluent to the
North Fork Catawba River consist of the ultraviolet disinfection system and the piping
to the outfall. The facility currently utilizes an outfall to the river located approximately
300 feet from the proposed new effluent monitoring station. Upkeep and maintenance
on the structure is expected to be minimal. Operating costs associated with the
surface water discharge include the operation of the 9 KW UV system.Annual power
consumption is based on the UV system running continuously for the entire year at an
energy cost of$0.07 per kWh.
The capital costs for a surface water discharge is$1.02 million. The annual operating
costs for the UV system would be approximately$5,700 per year. The values combine
to give a Present Value Cost of$1.1 million to construct and operate the surface water
disinfection system for surface water discharge.
Section 4.05 Combination of Alternatives
An economic analysis was not completed for any combination of alternatives. The most
logical combination of reuse and land application was proven to be technologically
infeasible above in Section 3.05 due to lack of effluent storage and process uncertainty
surrounding both alternatives.Also,any combination including connection to the
Corpening Creek POTW will be far more expensive than simply connecting to the
POTW since the pipeline will need to be sized to handle all of the effluent in the event
the other alternative is temporarily unavailable.
5. Summary and Conclusions
This engineering alternatives analysis studied the technological and economic
feasibility of five discharge alternatives for the Baxter Healthcare WWTP effluent:
discharge to POTW, land application, direct discharge to surface waters, effluent reuse
and a combination of alternatives. The analysis showed that effluent reuse was
technologically infeasible due to lack of reuse availability. The results from the
economic analysis is shown below in Table 1.
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Q ARCADIS Engineering Alternatives Analysis
Marion Wastewater Treatment Plant Upgrade
Table 1 Summary of economic analysis for each discharge alternative as an
incremental cost above the WWTP upgrade costs
Discharge Alternative Capital Operating and Net Present
Costs Maintenance Cost Cost
Discharge to POTW $8.2M $2.2M $35.8M
Land Application $18.9M $0.43M $24.3M
Direct Discharge $1.02M $5,700 $1.1 M
Effluent Reuse Technologically Infeasible
Combination of Alternatives Technologically Infeasible
The results of the economic analysis above show the direct discharge to the North
Fork Catawba River alternative is the most economically feasible option. Given that the
present value costs for the POTW and LAS options nearly equal that of the costs to
construction the onsite WWTP, they would have significant impacts to the overall
project budget and ultimate feasibility. The combination of alternatives was ruled
technologically infeasible as any combination of alternatives'not,including a full scale
alternative is impossible.Any combination including a full scale alternative may be
technologically feasible but becomes more expensive than the full scale alternative
alone.
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ARCADIS
Appendix A
Water Balance

Baxter Heatlhcare
Marion, NC
Water Balance Process Diagram
Raw Water From Product Sanitary Domestic
Wells Deionizers/Distilled Production Distilled 0.437 MGD 0.170 MGD
1.33 MGD 0.835 MGD e 0.587 MGD °
Flushes,Blow-down Flushe,Rinses
0.248 MGD ' 0.150'MGD
Wastewater Effluent
Potable to Boilers Condensate Return Treatment Plant 0.600 MGD
Wood or Combined —4 0.1•30 MGD
0.221 MGD
Sterlizers SCWS IStere Evaporation
0.140 MGD 0.065 MGD
Extruders Spray Ponds Holding
0.086 MGD 0.130 MGD
Cooling Towers
0.120 MGD
Evaporation
0.028 MGD

i�-

Attachment A. Local Government Review Form
General Statute Overview: North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission (EMC) may not act on an application for a new non-municipal domestic wastewater discharge facility
until it has received a written statement from each city and county government having jurisdiction over any part of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (if such an ordinance is in effect) whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facility which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to
have statewide significance and is in the best interest of the State.
Instructions to the Applicant: Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicangt. ust:
■ Submit a copy of the permit application(with a written request for this form to be completed) to the clerk of the city and
the county by certified mail,return receipt requested.
■ If either (or both) local government(s) fail(s) to mail the completed form, as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
■ As evidence to the Commission that the local government(s) failed to respond within 15 days,the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s) failed to respond within
the 15-day period.
Instructions to the Local Government: The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government I G��t✓'C �') {/
(City/Count})
Does the city/coun have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes [t,] o [ ] if no,please sign this form,have it notarized,and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes [-t—No [ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes
No [ ]�pl /
Date 6 ���� Signature l
(Citynager/County Mana r)
State of �ORkh i'1 P,O�►,yH County of M e_Dower I
On this / 1 i 1 day of 00-�-oh P 6 &5,personally appeared before me,the said
name 'Ronald . PQa mo rl to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he(or she) executed the same and being duly sworn
by me,made oath that the statements in the foregoing document are true.
My Commission expires' (Signature of Notary Public) 'C1iA71P �(Y 1�,l SPQ1W 111 )l1�D7
Notary Oublic(Official Seal)
a`
S 0
EAA Guidance Document Revision:April 2014 �� /C 2`
Page 8 of 8 /�i�i n' Y'SG\\\\`��
���//IIIIII1��1\

ARCADIS
Infrastructure Water Environment Buildings Imagine the result
Barter
Marion Wastewater Treatment
Plant Upgrade
Basis of Design Report
October 2015

VEARCADIS
Marion Wastewater Treatment
%�-- -" Plant Upgrade
J Chris Stanfill, P E (NC 037263) Basis of Design Report
Principal Engineer
i Prepared for
Baxter Healthcare
� Prepared by
ARCADIS G&M of North Carolina
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
`\`` `��g111��1�/fq /// Our Ret
`` ��CARO, /// 09411004.0000
•ESS/ ® moi
� ® 2� 0�'• � Date
— October 2015
_---SEAL
.� =
o'•• 3�Z63-- -
'• 'y.Vol . GINE •' .�
uaiunl S
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged,confidential and exempt from
disclosure under applicable law-'Any,
dissemination,distribution or copying of
this document is strictly prohibited.

-
-
`+, -
2

ARCADIS Table of Contents
1. Introduction 1
2. Wastewater Characterization 2
21 Historical Data 2
2.2 Projected Flows&Loads 2
3. Environmental Permitting 4
3.1.1 NPDES Permit 4
31.2 Environmental Permitting Requirements for New Construction 5
4. Process Mechanical Design 7
4.1 Equalization 7
4.2 Primary Treatment 8
4.3 Bioreactors 9
4.4 Membrane Tanks 9
4.5 Ultraviolet Disinfection 11
46 Effluent Monitoring 12
4.7 Sludge Digestion and Dewatering 12
4.8 Chemical Dosing 13
4.8.1 Sodium Hypochlorite 13
4.8.2 Citric Acid 13
4.83 Phosphoric Acid 14
4.8.4 Urea 14
4.8.5 Sodium Hydroxide 15
486 Antifoam 15
4.9 Utilities 16
4.9.1 Compressed Air 16
4.9.2 Potable and Non-Potable Water 16
5. Civil Design 17
6. Structural Design 20
151009_baxterbodrdou

ARCADIS Table of Contents
7. Electrical Design 23
8. Instrumentation and Controls Design 25
9. HVAC Design 29
10. Residuals Handling 32
11. Security 33
Tables
Table 1 —Design Criteria 3
Table 2—Current Permit Requirements 4
Table 3—Environmental Permitting Summary 5
Table 4—Activated Sludge System Design Summary 9
Appendices
A Equipment List
B Process and Instrumentation Diagrams
C Site Plans
D Electrical Single Line Diagrams
E Network Block Diagram
151009 baxterbodrdocx II

ARCADIS Table of Contents
Acronyms and Abbreviations
amsl Above Mean Sea Level
ATC Authorization to Construct
BFP Belt Filter Press
BODS 5-day Biological Oxygen Demand
BODR Basis of Design Report
CM Construction Management
COD Chemical Oxygen Demand
EQ Equalization
FEMA Federal Emergency Management Agency
F/M Food to Mass Ratio
gal gallon
gpm Gallons per Minute
H3PO4 Phosphoric Acid
HRT Hydraulic Retention Time
I&C Instrumentation and Control
kVA Kilovolt-ampere
MBR Membrane Bio-Reactor
MGD Million Gallons per Day
mg/L milligram per liter
ml milliliter
MLSS Mixed Liquor Suspended Solids
MLVSS Mixed Liquor Volatile Suspended Solids
NCDENR North Carolina Department of Environment and Natural Resources
NH3 Ammonia
NO3 Nitrate
NPDES National Pollutant Discharge Elimination System
O&G Oil and Grease
OH&P Overhead and Profit
ORP Oxidation Reduction Potential
P&IDs Process and Instrumentation Diagrams
PCF Pounds per cubic foot
PD Positive Displacement
PFD Process Flow Diagram
PSI Pounds per square inch
RAS Return Activated Sludge
SBR Sequencing Batch Reactor
SRT Solids or Sludge Retention Time
TDS Total Dissolved Solids
TKN Total Kjeldahl Nitrogen
TSS Total Suspended Solids
OF Ultrafilter
USACE US Army Corps of Engineers
UV Ultraviolet
151009_ba>der bodr dou I I I

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ARCADIS Table of Contents
VFD Variable Frequency Drive
VSS Volatile Suspended Solids
WAS Waste Activated Sludge
WWTP Waste Water Treatment Plant
WWTS Waste Water Treatment System
151009 baxlerbodrdocx Iv

LIP

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
1. Introduction
The Baxter Healthcare Corporation(Baxter)facility in North Cove, NC directly
discharges treated wastewater to the North Fork Catawba River via NPDES permit
NC0006564 issued by the State of North Carolina Department of Environment and
Natural Resources(NCDENR). The permit expired on January 31, 2015. The renewal
application was submitted July 28, 2014 and the revised permit has not yet been
issued by NCDENR.
The Baxter WWTP is over 40 years old and while Baxter has periodically refurbished
portions of the facility, it is in need of further upgrades and modernization. Baxter has
determined that replacing the existing treatment plant will have a shorter schedule,
require less coordination, and be of similar cost than the significant refurbishment
required to extend the useful life of the WWTP another 20 years.
The WWTP area is in a flood plain for the North Fork Catawba River. The area south
of the existing WWTP, is a designated floodway and is not available for construction of
new facilities. The area north of the existing WWTP is bounded on the north by a small
stream and U.S. Highway 221 (US-221). The stream has a 25 foot riparian buffer that
cannot be encroached. Based on the area available, Baxter is moving forward with a
compact membrane bioreactor(MBR)design that minimizes footprint by using
ultrafiltration (UF)membranes rather than clarifiers.
The new system will consist of two equalization basins, screening, pH neutralization,
activated sludge biological treatment, membrane separation, and ultraviolet(UV)
disinfection. Additionally,the existing belt filter press will be replaced with a centrifuge.
After successful startup of the new WWTP,the existing WWTP will be demolished by
drilling holes in the bottom of the tanks and pushing in the sides and berms as fill
material.
151009 baster bodr dom 1

1

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
2. Wastewater Characterization
2.1 Historical Data
The design criteria are based on a statistical analysis of the WWTP influent and
effluent data from 2014. The regular treatment plant process data collected for the
current process control did not include data for influent TSS,VSS,TDS,TKN, NH3-N,
and Ortho-P. During a previously conducted sampling plan,the facility collected
additional influent data which included these parameters.Average and 951h percentile
values for these parameters were calculated and then adjusted using COD as a basis
to generate estimated influent values.
2.2 Projected Flows&Loads
To determine the projected future flows and loads for design, both the current average
and the 95th percentile values were multiplied by a factor of 25%. Based on discussions
with facility personnel,they anticipate a 10% increase in the near term production
efficiency gains and desire a 15% increase as an allowance for changes in long term
production flows and loads. The projected future flows and loads, shown in Table 1
below, serve as the design criteria for the WWTP. In addition to the flows shown in the
table, a daily peaking flow of 1.4 MGD will be used for sizing the UV disinfection
system and pumps.
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ARCADIS
Marion WWTP Ugrade
Basis of Design Report
Table 1 -Design Criteria
Previous 12-Month Data Ratioed to COD Criteria For Design
Parameter Projected Future
Average 95th Average 95th Average 95th
g Percentile g Percentile g Percentile
Influent WW Flow,
MGD 0.691 0.838 0.691 0.838 0.864 1.05
Sterilizer Flow,
MGD* 0.069 0.112 0.069 0.112 0.087 0.140
Total Bioreactor
Flow, MGD 0.691 0.838 0.760 0.950 0.950 1.19
COD, m /L 1,259 2,099 1,161 1,538 1,161 1,538
COD, lbs 7,361 12,188 7,361 12,188 9,201 15,235
BOD, m /L 713 1,050 663 846 663 846
BOD, lbs 4,205 6,699 4,205 6,699 5,257 8,374
TSS, m /L 350 1,291 310 782 310 782
TSS, lbs/d 1,303 4,567 1,964 6,195 2,456 7,744
VSS, m /L 306 1,065 273 647 273 647
VSS, lbs/d 1,148 3,777 1,731 5,124 2,163 6,404
TDS, m /L 1,339 1,631 1,303 1,367 1,303 1,367
TDS, lbs/d 5,477 7,986 8,258 10,832 10,323 13,540
TKN, m /L 4.9 6.4 4.99 5.50 4.99 5.50
TKN, lbs/d 21.0 32.1 31.6 43.6 39.5 54.5
NH3-N, m /L 0.34 0.52 0.364 0.519 0.364 0.519
NH3-N, lbs/d 1.53 3.03 2.31 4.11 2.89 5.14
Ortho-P, m /L 0.92 3.0 0.81 1.90 0.81 1.90
Ortho-P, lbs/d 3.42 11.1 5.16 15.1 6.5 18.9
Eff O&G, m /L 5.00 5.00 5.00 5.00 5.00 5.00
Eff O&G, lbs/d 30.9 40.9 30.9 40.9 30.9 40.9
Eff Temp, 'C 20.6 27.4 20.6 27.4 20.6 27.4
Eff pH, S.U. 7.26 7.64 7.26 7.64 7.26 7.64
Note: *Sterilizer flow calculated as the difference between EQ tank influent and WWTP
effluent for the past year, based on average and 95th percentile values.
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3

r
ARCADIS
Marion WWTP Ugrade
Basis of Design Report
3. Environmental Permitting
3.1.1 NPDES Permit
The existing facility NPDES permit, NC0006564, was issued on March 1, 2010 and
expired on January 31, 2015. The renewal application was submitted July 28, 2014
and the revised permit has not yet been'issued by NCDENR;the facility continues to
operate under the old permit. Effluent is discharged into the North Fork Catawba
River,which is classified as B-Trout waters. The current permit requirements are
shown in Table 2.
Table 2—Current Permit Requirements
Permitted Effluent
Parameter Monthly Daily
Average Maximum
Flow,`MGD'" 1.2 NL
BOD, lbs 460.9 691.4
BOD, mg/L 46 69
COD,'Ibs 1292.8 1939.2
COD, mg/L 129 194
TSS, lbs/d 278.0 417.0
TSS, m /L 28 42
Fecal coliforms 200/ 100 ml 400/ 100 ml
Total Residual Chlorine 28 u /L °
H, S.U. >_6.0 ands 9.0
Temperature, °F MR MR
Conductivit ,. S/cm MR MR
Dissolved Oxygen, m /L MR MR
O&G, lbs/d 78.75 157.5
O&G, m /L 8 16
Ammonia-Nitro en, m -N/L ° MR MR
Total Nitrogen, m -N/L MR MR
Total Phosphorus, m /L MR MR
Chronic Toxicity MR MR
Note: NL=No Limit
MR=Monitor and Report
Values in italics are calculated based on the monthly average flow and the permitted load limit 4A
151009_b.ter bock odr d

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
3.1.2 Environmental Permitting Requirements for New Construction
A summary of the permit requirements to implement the facility improvements is
provided in Table 3 below.
Table 3-Environmental Permitting Summary
Permit Name Applicable Category Control _ Review Time
Authority
Authorization to Construct No,for Industrial Water NCDENR N/A
(ATC) Dischargers
Erosion and Sediment Control Yes, greater
Certificate of Approval than 1 acre Land NCDENR 90 Days
disturbed area
Industrial Stormwater Yes Water NCDENR None
NPDES Wastewater Yes Water NCDENR 6 Months
Treatment/Disposal Permit*
Wetlands and Streams 401 Yes Water NCDENR 60 Days
Water Quality Certification
Wetlands and Streams Yes Water NCDENR 45 Days
Section 404 Permit
Floodplain Yes;Variance Water McDowell 90 Days
Required County
*Current NPDES permit expired midnight January 31,2015
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In addition to the permits,the wastewater treatment plant expansion must maintain
specific environmental buffers:
• Department of Transportation—No specific setback requirement found.
Construction will not impinge on US-221.
• Catawba River Basin Stream Buffer—A 50 foot stream buffer is in effect, but only
downstream from Lake James, so it does not apply to this project.
• Trout Stream River Buffer—A 25 foot buffer must be maintained from the stream
and its tributaries since the North Fork Catawba River is a designated Trout
Stream.
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4. Process Mechanical Design
A detailed equipment list for the WWTP design has been included in Appendix A. The
process flow diagram (PFD)and process and instrumentation drawings(P&IDs)
depicting the process mechanical design are in Appendix B. A narrative description of
the processes is presented in this section.
4.1 Equalization
The raw wastewater will be pumped from the main sewer sump to the WWTP. The
existing lines will be intercepted and diverted to the new wastewater treatment area.
The three existing sidehill screens will be relocated to the new equalization basin area
for removal of large solids. The screenings will be conveyed to a dumpster for disposal
in a municipal solid waste landfill. The screened effluent will be analyzed and diverted
to one of two equalization basins.
Based upon the high variability in the daily loading rates to the treatment facility, a two-
basin system will be used. The new equalization basins will be of equal capacity and
the total capacity will be equal to the single existing equalization tank(1.3 MG). One
equalization basin will serve as the primary equalization basin and will be used to
balance the typical day to day,flows and loads. The second equalization basin will be
used for the storage and metering of high strength wastes. High strength slug loads will
be diverted based on a continuous measurement of influent organic concentration
using either a total organic carbon analyzer or similar automated analyzer, final
selection will be based on a competitive selection process.
The forward feed pumps, 1 duty and 1 standby, for the primary equalization basin will
operate at a nearly constant speed based on an operator setpoint. The level in the
equalization basin will vary throughout the day. If the equalization basin volume
exceeds threshold values set by the Operator then the pumps will be sped up or
slowed down to prevent overflow or pumping the tank dry, respectively.
Smaller forward feed pumps, 1 duty and 1 standby,will be used to meter the high
strength wastes to the treatment system, thereby dampening the swings in the influent
load to the biological system. The flow from these pumps will be set by the Operator
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on a daily basis to maintain a constant mass loading of organic material to the
activated sludge system.
Each equalization basin will contain two surface aerators. The mixer will operate
continuously to prevent stratification and short circuiting. The surface aerators will turn
on and off to maintain a minimum oxidation reduction potential(ORP) in the
equalization basin;thereby preventing the wastewater from becoming septic and
creating odors.
4.2 Primary Treatment
A set of rotary drum screens, 1 duty and 1 standby, are installed prior to biological
process to remove any remaining solids greater than 1.5 mm; solids greater than this
size can cause plugging or fouling issues with the membranes. Most of the larger
solids are removed in the side hill screens;the rotary drum screens are designed with
1.5 mm perforated plate to remove any wind-blown debris that makes it into the
equalization basins and solids that make it past the sidehill.screens. Very few solids
are expected, so the solids will be conveyed to a bag in a drum for disposal.
The screened effluent will discharge to the pH Adjustment Tank. The facility uses
primarily acid based cleaners, so the pH adjustment tank is only equipped to dose
sodium hydroxide to raise the pH. The pH setpoint will be operator entered at a level
that will provide sufficient alkalinity to the system for the effluent pH to be within permit
limits.
The pH adjustment tank discharges to a Mix Tank where the screened influent mixes
with return activated sludge(RAS), sludge dewatering filtrate, phosphoric acid, and a
nitrogen source(either urea or ammonium hydroxide). The mixed wastewater will
overflow downward opening weir gates that will split the flow evenly to the three
bioreactors. A fourth weir will be installed to allow for easy addition of a fourth
bioreactor in the future, if needed.
Both the pH Adjustment Tank and the Mix Tank will be mixed with air. Two blowers, 1
duty and 1 standby,will be used to provide the air.
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4.3 Bioreactors
The design parameters for the activated sludge system, including the bioreactors is
shown in Table 4. The system is conservatively designed to allow for future
expansion.
Table 4—Activated Sludge System Design Summary
Process Number FIM, Process Volume,gal Volume,MG
Alternative/ of Units (lbs BOD/ MLSS (each) (Total)
Unit lbs MLVSS"d) (mg/L)
Bioreactors 3 0.20 6,800 180,000 0.54
Membrane 3 N/A 8,000 13,300 0.04
Tanks
Aerobic 2 N/A 12,500(with 215,000 0.43
Digesters decanting)
The bioreactors are aerated activated sludge basins designed such that any two can
meet the peak load with one basin out of service. Aeration is provided by four blowers,
3 duty and 1 standby, discharging to a common header. Air flow control valves will
open and close based on dissolved oxygen (DO) readings in each reactor. A pressure
sensor in the common air header will speed up or slow down the blower speed to meet
the bioreactor oxygen demands. Fine bubble diffusers will distribute the air into each
reactor.
Activated sludge will overflow each bioreactor to a common discharge channel.
Downward opening weir gates with electrically actuated operators will control the flow
to the Membrane Tanks.
4.4 Membrane Tanks
There are three Membrane Tanks.All three will typically be operated simultaneously,
but the system is designed such that any two tanks can meet the peak demand with
one tank out of service. The membranes act as a barrier to solids, only allowing
through water and compounds in solution. The Membrane Tanks provide the
solid/liquid separation function in the WWTP similar to clarifiers in a traditional activated
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sludge system, but are smaller, represent a physical barrier, are less susceptible to
upset and allows the activated sludge system to be operated at higher mixed liquor
suspended solids(MLSS)concentrations. Thereby allowing the bioreactors to be 1.5
to 2 times smaller volume than in a traditional system.
Each Membrane Tanks will be fitted with several sets of membranes; the final number
is dependent on the vendor selected in a competitive bidding process. Each set along
with the frame and ancillary equipment is known as a rack or cassette and comes as a
skid from the MBR vendor. The design includes 20%spare capacity in each MBR
basin to account for process variability, contingency, peak loads, and/or future growth.
Permeate is pulled through the membranes using a reversible rotary lobe pump and
discharged to a common header that discharges to the Permeate Tank. The design
includes one permeate pump per MBR tank plus a shelf spare pump. The pumps
periodically reverse flow to backpulse the membranes, dislodging solids adhered to the
membrane surface. A course bubble air scour is provided by sparging air from the
bottom of the membrane cassette frame to further dislodge adhered solids to maintain
flux rates. The permeate pump flow rate is controlled to maintain a specified level in
the MBR tank.
Aeration is provided by four blowers, 3 duty and 1 standby, discharging to a common
header. Air flow control valves will open and close based on programming from the
vendor to optimize the air scour. A pressure sensor in the common air header will
speed up or slow down the blower speed to meet the air flow demands.
Beyond air scour and backpulsing, the membranes require periodic chemical cleaning
to maintain optimum flux(the unit of measurement for flow through the membrane per
unit area). Higher flux rates equate to less energy used to treat the wastewater. The
system has two cleaning modes, maintenance clean and recovery clean. During
maintenance cleaning the permeate pumps are reversed and sodium hypochlorite is
injected into the water to disinfect the membrane from the inside out. The soak period
is a few minutes and this clean is performed up to a few times per week. If the flux rate
cannot be recovered effectively during the maintenance clean then the MBR tank is
completely isolated from flow and drained. It is then refilled with permeate and soaks
in a weak sodium hypochlorite solution for several hours to remove biological fouling.
Then the tank is drained and refilled with permeate again for a citric acid soak for
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several hours to remove inorganic fouling. The total recovery clean process can take
up to eight hours.
Return activated sludge(RAS) is pumped from the Membrane Tanks to the Mix Tank
via the RAS pumps. Two sets of RAS pumps are attached to the Membrane Tanks for
a total of five pumps, 3 duty and 2 standby. Membrane Tanks 1 and 2 have three
pumps,2 duty and a common spare in standby. Membrane Tank 3 has two pumps, 1
duty and 1 standby, but also includes flanges for the addition of a third pump in case a
future fourth Membrane Tanks is installed. The RAS flow rate is.set by the operator at
3 to 5 times the influent flow rate and is controlled based on flow meters installed on
the discharge of each pump. The RAS pump configuration may change depending on
the specific vendor selected in a competitive bidding process.
Waste activated sludge(WAS) is removed from the system to control the solids
retention time(SRT)of the system, a key determinant in the health of the biomass.
WAS is periodically removed based on an operator set timer.that opens an automatic
wasting valve on the RAS discharge piping that directs a portion of the flow to the
digesters. The RAS and WAS flow rates are recorded so that the operator can
calculate the SRT and make daily adjustments to the wasting rate.
The permeate tank acts as a reservoir to provide treated water for backpulsing and
recovery cleans. The tank has a high level overflow that allows water not sued for
backpulsing or recovery cleans to continue downstream. The tank includes a level
sensor and backup level switch to shut down the WWTP if the permeate tank level
indicates it is about to overflow.
4.5 Ultraviolet Disinfection
The facility will utilize ultraviolet(UV)disinfection. The new system will consist of two
banks of horizontal ultraviolet light bulbs in series. The MBR upstream will provide
higher quality effluent and likely reduce the UV power requirements to deliver long-term
operational savings. Each bank of tubes will be sufficient to meet the disinfection
requirements, so that if either goes out of service the system continues to operate.
The UV systems come as a package from the vendor and include the controls for the
bulbs; the system monitors the UV transmittance in the water and adjusts the power to
the bulbs appropriately.
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4.6 Effluent Monitoring
The discharge point for the new WWTP will be moved upstream to allow for better
gravity hydraulics to meet future flows. A new effluent monitoring system will be
installed downstream of the UV disinfection system. The effluent monitoring system
will consist of a temperature sensor, pH sensor,flume with ultrasonic level sensor, and
a new refrigerated composite sampler. The data will be recorded electronically
continuously and saved on the site data historian for retrieval for completing the
monthly discharge monitoring reports. Treated wastewater will automatically be
diverted to the holding ponds if either the pH or temperature is outside of the control
limits. The effluent flow signal will be sent to the refrigerated composite sampler for
flow weighted composite sampling.
4.7 Sludge Digestion and Dewatering
The aerobic digesters have been sized to achieve a Class B biosolids assuming a yield
typical for readily degradable substrates, such as glucose. The sizing criteria is shown
in Table 4. The aerobic digesters are aerated using three blowers, 2 duty and 1
standby. The speed of the blowers is based on the DO in each digester.
Periodically the Operator will stop the aeration to a digester and allow the water to
settle. Telescoping valves are included in each tank to allow the Operator to decant
supernatant from the top of the digester to increase the solids concentration prior to
dewatering. The level is monitored in the digesters to prevent overfilling of the tanks
and to prevent the tanks from being inadvertently emptied. A backup high level switch
in included to close the WAS flow control valves to prevent overflow.
Two dewatering sludge pumps, 1 duty and 1 standby, are included to feed the
centrifuge. The pumps are controlled by the centrifuge control panel. Polymer will be
added to the WAS and blended prior to the centrifuge. A progressive cavity pump will
be used to convey the dewatered sludge to the existing screw conveyor, which will
discharge to the truck for land disposal. The polymer metering systems and
progressive cavity pump are controlled by the centrifuge control panel.
Two polymer metering systems are included, 1 duty and 1 standby. The polymer
systems are skid mounted and include the neat polymer metering pump, blending
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vessel for the water and neat polymer, and any necessary controls and alarms. The
blended polymer is injected into the centrifuge feed line and blended using a static
mixer.
4.8 Chemical Dosing
4.8.1 Sodium Hypochlorite
The MBR vendor will supply a skid consisting of two sodium hypochlorite dosing
pumps, both duty. An electric diaphragm dosing pump will be used for a maintenance
cleaning cycle of the membranes to remove organic containment surface fouling after a
set operational time or an observed decrease in the flux beyond a certain threshold.
The maintenance cleaning will be scheduled through the SCADA and will be initiated
by the vendor PLC.An air operated double diaphragm dosing pump will be used for a
recovery cleaning cycle and will be operator initiated. The dosing pumps are to be
plumbed to deliver the sodium hypochlorite to each membrane permeate pump
separately. The interlocks associated-with these pumps will controlled by the MBR
vendor PLC.
A single sodium hypochlorite intermediate bulk container(IBC)will be plumbed as part
of the dosing system. The bulk storage container will be placed on a scale and the
weights will be monitored through the main PLC. The operator will be notified once the
level of sodium hypochlorite reaches a certain set point and additional sodium
hypochlorite will be ordered.
4.8.2 Citric Acid
The vendor supplied MBR skid will consists of a single citric acid dosing pumps. The
dosing pump will be used for a maintenance cleaning cycle of the membranes to
remove inorganic contaminant(calcium carbonate, manganese and iron compounds)
surface fouling after a set operational time or an observed decrease in the flux beyond
a certain threshold. The maintenance cleaning will be scheduled through the SCADA
and will be initiated by the MBR vendor PLC. The dosing pump will also be used for a
recovery cleaning cycle and will be operator initiated.The dosing pumps are to be
plumbed to deliver the citric acid to each membrane permeate pump separately. The
interlocks associated with these pumps will controlled by the MBR vendor PLC.
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A single citric acid bulk storage container will be plumbed as part of the dosing system.
The bulk storage container will be placed on scale and the weight will be monitored
through the main PLC. The operator will be notified once the level of citric acid
reaches a certain set point and additional citric acid will be ordered.
4.8.3 Phosphoric Acid
A new phosphoric acid dosing system will be installed consisting of two dosing pumps,
1 duty and 1 standby. The duty dosing pump will be used for adding phosphoric acid
as a phosphorus supplement to the mix tank following pH adjustment and prior to the
aeration tanks, supplying nutrients to the system. The phosphoric acid dosing cycle
will be programmed into the PLC and adjusted as needed. The dosing pumps will be
plumbed in the event the duty pump is inoperable or requires servicing,the standby
pump will be used. The interlocks used for flow and shut down sequencing will be
programmed into the PLC.
A single phosphoric acid tank will be plumbed as part of the dosing system. The tank
will have a level sensor for continuous level measurement as well as a high level
1
switch and alarm in case of overfill. The high level switch will be wired to an alarm and
light located at the chemical truck unloading area. The operator will be notified once
the level of phosphoric acid reaches a certain low set point and additional phosphoric
acid will be ordered.
4.8.4 Urea
A new urea dosing system will be installed consisting of two dosing pumps, 1 duty and
1 standby. The duty dosing pump will be used for adding urea as a nitrogen source to
the mix tank following pH adjustment and prior to the aeration tanks, supplying
nutrients to the system. The urea dosing cycle will be programmed into the PLC and
adjusted as needed. The dosing pumps will be plumbed in the event the duty pump is
inoperable or requires servicing,the standby pump will be used. The interlocks used
for flow and shut down sequencing will be programmed into the PLC.
A single urea tank will be plumbed as part of the dosing system. The tank will have a
level sensor for continuous level measurement as well as a high level switch and alarm
in case of overfill. The high level switch will be wired to an alarm and light located at
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the chemical truck unloading area. The operator will be notified once the level of urea
reaches a certain low set point and additional urea will be ordered.
4.8.5 Sodium Hydroxide
A new sodium hydroxide dosing system will be installed consisting of two dosing
pumps, 1 duty and 1 standby. The duty dosing pump will be used for adding sodium
hydroxide to the pH adjustment tank. The sodium hydroxide-dosing will be
programmed into the PLC and adjusted as needed to achieve the desire pH range.
The dosing pumps will be plumbed in the event the duty pump is inoperable or requires
servicing,the standby pump will be used. The interlocks used for flow and shut down
sequencing will be programmed into the PLC.
A single sodium hydroxide tank will be plumbed as part of the dosing system. The tank
will have a level sensor for continuous level measurement as well as a high level
switch and alarm in case of overfill. The high level switch will be wired to an alarm and
light located at the chemical truck unloading area. The operator will be notified once
the level of sodium hydroxide reaches a certain low set point and additional sodium
hydroxide will be ordered.
4.8 6 Antifoam
A new antifoam dosing system will be installed consisting of three dosing pumps, and
all three will be duty pumps. The duty dosing pump will be used to eliminate or control
foam in the wastewater. The antifoam dosing will be scheduled through the SCADA to
start dosing for a set amount of time every hour.The antifoam dosing system will be
plumbed at the primary EQ basin, high strength EQ basin, and the pH adjustment tank.
The interlocks will be programmed into the PLC.
Two separate antifoam bulk storage containers will be plumbed as part of the dosing
system. The bulk storage containers will be placed on separate scales and the weights
will be monitored through the PLC. The operator will be notified once the level of
antifoam reaches a certain set point and additional antifoam will be ordered.
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4.9 Utilities
4.9.1 Compressed Air
Compressed air will be used for the air-operated-diaphragm pump associated with the
sodium hypochlorite dosing for cleaning the membranes, delivering instrument air to
locally mounted solenoid valves, and for the air vacuum from the MBR permeate
header. Two compressed air receiver tanks,two refrigerated air dryers, and one
primary coalescing filter will be supplied by the MBR vendor.
4.9.2 Potable and Non-Potable Water
Potable and non-potable water will be utilized at several locations throughout the
WWTP to facilitate operations.An existing potable water line will be the main
distribution
Potable water will be used for restroom fixtures, a sink in the control room,four
eyewash/safety shower stations, and two eyewash stations. The eyewash/safety
shower stations will be located at the control building, pH neutralization area, bulk
storage containment area, and the bulk storage pump house. The two eyewash
stations will be at the control room sink and the EQ Pump House. The eyewash/safety
showers will be supplied with heaters to temper the water in the winter,will be heat
traced and insulated to prevent freezing in the winter,and will have a flow switch to
alarm when used to alert others that a wastewater operator needs assistance. Where
the potable water line is plumbed above grade and insulated with electrical heat trace
for freeze protection.
Effluent will be stored for reuse in non-potable applications, this is referred to Plant
Water. Plant water will be used to supply water to nine hose bibs located at the
chemical storage area, MBR pump area, drum screens, pH adjustment tank, MBR tank
area, pump house, equalization basin, digester area, and the UV disinfection area.
The hose bibs will be used for routine cleaning of the area. An additional non-potable
water line will be used for the rotary drum screens. The non-potable water line for the
hose bibs will be plumbed above grade and insulated with electrical heat trace for
freeze protection.
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5. Civil Design
The Site Plans depicting the overall site layout(with proposed structures, key limits,
and new outfall location), the proposed grading for the new structures/buildings(and
existing structures to be demolished), and erosion and sediment control measures are
in Appendix C.A portion of the site lies within a special flood hazard zone"AE"and
does lie within the FIRM Map of the McDowell County, NC flood insurance study; FIRM
Map Number 3710171700J, effective date October 2, 2008.
• Per the effective Flood Insurance Study for McDowell County, NC, the existing
condition 0.2%chance flood (500 YR storm event)elevation varies across the
site from approximately EL 1467 to EL 1474.
• Construction in the floodplain will require a variance. McDowell County is the
delegate authority for the variance. Baxter has submitted for the variance, has
conditional approval, is awaiting for final approval.
An environmental assessment was performed per the assessment and jurisdictional
wetlands were not found on-site. An archeological assessment was performed and no
items of historical significance were found. A preconstruction notice was filed with the
US Army Corps of Engineers for the Section 404 permit stream work required to install
the new outfall and to replace the existing culvert on the main entrance'to the WWTP.
A Section 401 Water Quality Certification permit was applied for with NCDENR. Baxter
is waiting for approval on both permits.
Three streams surround the property. The main stream segment is the North Fork
Catawba River. The remaining two streams are unnamed tributaries of the North Fork
Catawba River. Per NCDENR requirements for a trout stream, a 25 ft. stream buffer,
extending from top of bank, is provided at each stream.
The site disturbance is approximately 8 acres;therefore coverage under the North
Carolina Construction Stormwater General Permit(NCG010000) is required. Baxter
has submitted an Erosion and Sediment Control Plan to NCDENR and is awaiting
approval.
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Site Design Assumptions:
• The minimum finished floor elevation for proposed structures(as required) is
set to an elevation of 1477.2 feet amsl, 1 foot above the maximum 500 year
storm event flood elevation on-site,as required by Factory Mutual,the facility
insurance carrier. Local regulations only require the minimum finished floor
elevation to be 1 foot above the base flood elevation, or 1474.1 feed amsl.
• An Intermediate Semi-Trailer(WB-50)and Single Unit Truck(SU-30)as
defined in the AASHTO's A Policy on Geometric Design of Highways and
Streets, 5th Edition, 2004 were used to set horizontal curves and the driveway
widths of proposed access drives.
• Reference guides used for site design and hydrologic and hydraulic modeling
consist of:
o North Carolina Erosion and Sediment Control Planning and Design
Manual
o North Carolina DOT Standard Drawings
o The City of Asheville Standard Specifications and Details Manual
o NCDENR Stormwater BMP Manual
o McDowell County Flood Damage Prevention Ordinance
Stormwater Drainage Summary
• Final grading will be performed to raise the process equipment such that the
finished floor elevation of the equipment is above the 500 year flood elevation
plus one foot.
• A proposed condition hydraulic model will be performed; utilizing FEMA
provided hydraulic models as a base,to confirm that the process equipment is
outside of the 500 year floodplain.
• In general existing drainage patterns will be maintained where feasible.
• Stormwater will be drained away from and around the buildings into
conveyance structures which route runoff to existing outfall points.
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The proposed finished grade will be set approximately 4 to 6-inches below the
finished floor of the buildings.
• An existing 48 inch corrugated metal pipe located west of the proposed
development underneath the main access drive to the site will be replaced with
a new storm drain pipe composed of a more durable material.
• Headwalls are proposed for either end of the culvert. Low points in the
proposed access drive will be located near the generator and feed pump
station to collect any waste spilled from delivery trucks.
• Any spills and precipitation in the chemical delivery area will be directed east to
a drain inlets that direct runoff to a sump.The sump will be drained manually
after inspection.
• Stormwater falling around the EQ basins and in the roadway to the south of
the filter press building will be directed to underground storm sewer pipes
running from east to west.
• Runoff will be discharged and cross the main road via a culvert to allow the
water to discharge via overland flow to the south towards an unnamed tributary
of the North Fork Catawba River.
• After demolition, the existing VVVVfP area will be graded to direct stormwater
south via overland flow to the North Fork Catawba River.
• The proposed on-site grading will not encroach within the limits of the 25 foot
stream buffer and no fill will be added within the 100 year floodway limits.
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6. Structural Design
The design of this project will be governed by the following Building Codes:
• Uniform Construction Code(UCC);
• 2012 North Carolina Building Code; and
• ASCE 24—Flood Resistant Design and Construction.
The following codes and standards shall be used in the structural design of this project:
• AASHTO. Standard Specification for Highway Bridges, Seventeenth Edition,
2002,American Association of State Highway&Transportation Officials,
Washington, DC.;
• ACI 318. Building Code Requirements for Structural Concrete, 2002,
American Concrete Institute, Farmington Hills, MI.;
• ACI 350. Code Requirements for Environmental Engineering Concrete
Structures, 2001, American Concrete Institute, Farmington Hills, MI.;
• AISC/ASD. Manual of Steel Construction Allowable Stress Design, Ninth
Edition, 1989,American Institute of Steel Construction, Inc., Chicago, IL.; and
• ASCE 7-10 Minimum Design Loads for Buildings and Other Structures.
Material specifications are as follows:
Concrete: Concrete classes, strengths and their corresponding applications are
outlined below.
• Class A: Compressive Strength,f'c=4500 psi (All applications unless
otherwise noted.)
• Class B: Compressive Strength, f =3000 psi(Concrete fill, duct banks,
unreinforced encasements, curbs, sidewalks and thrust blocks.)
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Reinforcement: The following types of reinforcements shall be used:
• ASTM A615, Grade 60
Steel:The following criteria will apply to steel and steel sections:
• Structural tubing: ASTM A 500, Grade B.
• Structural pipe: ASTM A 53, Grade B.
• W-shapes: ASTM A 992.
• Plate and angles: ASTM A 36.
• All other shapes: ASTM A 572, Grade 50
Design Loads are as follows:
Dead Loads: The following dead load criteria shall be used:
• Concrete: 150 pcf
• Steel: 490 pcf
• Soil: 120 pcf
• Gravel: 145 pcf
Live Loads: The following live load criteria shall be used in addition to concentrated
loads:
• Roof load, Basic LL: 30 psf
• Electrical/Mechanical rooms: 150 psf(in addition to equip loads)
• Walkways, platforms, stairs: 100 psf
• Liquid loads: 62.5 pcf
• Traffic loads: Use AASHTO H-20 loading requirements for all vehicle access
areas.
• Bridge crane loadings: Vertical load= hoist system DL+(1.25 x hoist rated
capacity)
Wind Loads are as follows:
• Wind Importance Factor= 1.0
• Basic Wind Speed (3-second gust) = 120 mph
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Snow Loads are as follows:
• Snow Importance Factor= 1.1
• Ground snow load, Pg=25 psf
Seismic Loads
• Seismic Importance Factor= 1.25
• Occupancy Category= III
• Spectral response accelerations: Ss=27.5%, S, = 10.2%
• Soil Site class= D(assumed, to be confirmed per final Geotechnical input)
• Spectral Response Coefficients
o SIDS=29.0%, Sol = 16.3%
• Seismic Design Category=C
Process Building (Pre-engineered)
• Allowable Soil Bearing Pressure=2000 psf
• Angle of Internal Friction= (per final Geotech input)
• Bulk(Wet) Density= (per final Geotech input)
• Coefficient of At-Rest Earth Pressure= (per final Geotech input) (off-site
materials), (per final Geotech input) (on-site materials)
• Equivalent At-Rest Pressure= (per final Geotech input)
• Coefficient of Active Earth Pressure= (per final Geotech input)
• Equivalent Active Earth Pressure= (per final Geotech input)(off-site
materials), (per final Geotech input) (on-site materials)
General Geotechnical Information:
• Allowable soil bearing pressure=3000 psf for Equalization basin/2000 psf for
rest
• Subgrade Modulus= 150 pci
• Coefficient of Active Earth pressure= (per final Geotech input)
• Angle of internal friction = (per final Geotech input)
• Ground water elevations:
o Normal= (per final Geotech input)
0 100 Year= (per final Geotech input)
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ARCADIS
Marion WWTP Ugrade
Basis of Design Report
The new service and main distribution will reside in the new MBR Equipment Building.
The main distribution will feed other motor control centers and distribution panels
located at the following process locations:
• EQ basin;
• Centrifuge building;
• Drum screens;
• Aeration tanks;
• MBR tanks;
• Digester tanks;
• Chemical storage area;
• UV skid canopy located on the site; and
Effluent monitoring station.
The 480V distribution at each location will provide power to the process equipment and
lighting.
• A new dry-type transformer and low voltage panelboard will also be provided
for each location,fed from this 480V distribution.
• The low voltage panelboard will provide 120V/208V power to the remainder of
the process equipment; receptacles, controls equipment and other
miscellaneous loads.
Some of the motors for the process equipment will require variable frequency drives.
These will be heavy duty type, with a minimum 3% line reactor. Performing a
preliminary harmonics study will determine the need for additional filters. o
A new grounding grid system will be installed around the new structures and connected
to the proposed electrical equipment to meet the requirements of the National Electric
Code and to reduce the hazards of an abnormal electrical condition.
151009 baiter bodr do 24

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
7. Electrical Design
The existing electrical distribution system consists of a 1000 kVA utility transformer that
feeds and main distribution motor control center(MCC MDP1)and sub-feeds nine
motor control centers at the point of use. There is also a backup generator with an
automatic transfer switch. See Appendix D for the Single Line Diagrams and electrical
site plan.
• The existing electrical distribution will remain functional until the new treatment
system is ready to begin operation.
• Arrangements for temporary power feeds to equipment may be necessary to
eliminate conflicts during construction of the new treatment facility.
o Except for the influent wet well transfer pumps, polymer pumps and
EQ basin mixer aerators.
o Existing process pumps and motors shall be demolished along with
their associated electrical equipment.
The Centrifuge Building shall remain; however,the existing electrical distribution will be
replaced with new.
• The Control Pump House where the existing main service gear resides will
remain for training and storage purposes.
o All other tanks, vessels and associated lighting, electrical equipment
and controls equipment shall be abandoned or demolished.
The new treatment facility will have the following:
• New utility transformer(approx. 1000 kVA);
• New diesel generator set, service entrance rated transfer switch (approx. 1250
KW); and
• New main distribution motor control center(480V).
151009_baxter bodr do= 23

8

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
8. Instrumentation and Controls Design
In general, the SCADA system will consist of a fiber optic backbone linking vendor
control panels, unit process control panels, and graphical user interface locations on a
single secure network. Connectivity to the main production facility will be through a
fiber optic link. An overview of the proposed Architecture is provided in Appendix E,
SCADA System Architecture.
SCADA Architecture
• The main location for operation and control of the WWTP shall be in the
Control Room at the SCADA server. Redundant SCADA servers shall
integrate vendor panel interfaces to provide a single seamless platform for
monitoring, alarming and control.
• As shown in the architecture diagram,each unit process control panel,
including vendor panels,will be linked to the network.Where applicable, a
local Operator Interface Terminal(OIT)will be provided for local operation of
the unit process.
Designation& Nomenclature
• SCADA equipment will be designated as follows:
o Control Panels: CP-XXXX(XXXX=area designation)
- o Fiber Patch Panels: FPP-XXXX(XXXX=area designation)
o Fiber cable: FC4PXXXX-YYYY(XXXX-YYYY indicates area
designations for end point of path)
o OITs: CP-XXXX-OIT(XXXX=area designation)
o PLCs: CP-XXXX-PLC (XXXX=area designation)
SCADA/Process control connectivity to production facility& plant-wide:
• Fiber optic connection will be utilized to the main production facility. Fiber at
the WWTP would be connected to the rack-mounted switch.
151009_bmter bodr d= 25

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
• The Main Control Panel would house a RedLion Data Station Plus(DSP)
w/dual Ethernet card for future OPC connectivity to the Niagara BMS system.
We can program the entire data register and then what is desired can be
brought back to the BMS for future integration to the Niagara system.
Fiber optic backbone
• A fiber optic backbone(six strands)will be provided to link all the key control
panels as shown on the SCADA Network Architecture drawing in Appendix A.
• Adjacent to each control panel, a fiber optic cable patch panel will be provided
for termination of all fibers on the 6 strand cables.
• Fiber cabling and labelling to be used shall meet facility standards.
• It is proposed to install the FFPs adjacent but outside of the respective CP for
ease of maintenance or accessibility. However,these can be installed within
the respective CP if desired.
• The existing 6-strand overhead fiber optic cable will be utilized for connection
between the WWTP and the production plant.A fiber link from this existing
termination point to the IT network rack will be provided to complete the link to
the WWTP network.
Control Panels
• Control panel enclosure materials will meet the area classifications identified.
• 120V circuits shall be employed for all discrete circuits,4-20mA for all analog
loops.
• It is proposed to standardize on the Rockwell Automation Allen-Bradley
Compact Logic line of PLCs.Where possible.
• Each panel will house a multi-port unmanaged switch w/fiber optic ports for
connectivity to the fiber backbone.
• Each panel, where necessary,will house a local OIT for local unit process
control.The OIT will be an Allen-Bradley Panel View Plus.
• Each panel will house a din-rail mount 2 to 4 min capacitance UPS to ride
through transfer to/from generator.
151009_bWer bodr dom 26

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
• Vendor panels, to the extent possible, will be required to utilize the same
architecture.
• Safety relays or PLCs, if necessary, will be Allen-Bradley series, or equivalent.
Non-process equipment&safety interfaces
• Critical monitoring and alarm points will be hardwired to closest PLC for:
o Generator, Power Monitoring
o HVAC system
o Security system
o E-stop, eyewash and sump pump/flood alarms.
• All critical alarms will be annunciated locally at SCADA and through remote
notification software,Win911.
Control Room Hardware
• SCADA PC/Server equipment will be rack mounted and located in the IT
closet. The IT closet will have door opening to control room for easy
maintenance/access by control engineering personnel. The rack will consist of
UPS w/bypass switch, managed Ethernet switch, cooling fan, SCADA server,
and a Historian &Applications server.
• Furniture:A simple one-man console will be provided with a side mounted
location for drawers&shelving.
• It is proposed that two thin client machines w/monitors(DELL Optiplex or
equivalent) be provided on the desktop for viewing w/accessories.
SCADA Software
• General:All applications will be virtualized to facilitate upgrades and/or
transfers if necessary. Servers will utilize the latest operating system,Windows
2012 Server.
• For SCADA graphical user interface, it is proposed to utilize Rockwell
Automation Factory Talk View Supervisory Edition.
151009_bwter bodr doer 27
v

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
• Alarming &Remote Notifications: For flexibility and ease of maintenance, we
recommend the use of Win911, in lieu of a phone autodialer,for remote alarm
voice/email/sms/text notifications.
• Web viewing: It is proposed to install the web component of the Rockwell
Automation Factory Talk suite with the number of concurrent user desired.
This software would reside on the Historian&Applications Server.
r
• Reports: It is proposed to furnish Sytech XL Reporter, latest version,for local
operational report generation.This software would reside on the Historian &
Applications Server.
• Historian: It is proposed to install a 500-pt instance of Factory Talk Historian
(OSI Soft)at the WWTP on the Historian server for operational data. Desired
compliance or operational data for the production facility historian can be
integrated into the existing virtualized historian at the production facility.
151009_b.t.,Wd,d= 28

l

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
9. HVAC Design
The HVAC design for this project will be per the following:
• 2012 North Carolina Mechanical Code.
• 2012 North Carolina Energy Conservation Code.
• National Fire Protection Association(NFPA)820 Standard for Fire Protection
in Wastewater Treatment and Collection Facilities.
• American Society of Heating, Refrigerating and Air-Conditioning Engineers
(ASHRAE)Standards.
HVAC Systems and Equipment
Process Control Buildinq
Main Area
• Ventilation for removal of heat gains;4 wall mounted intake louvers, 100 W
actuators for each; 2 rooftop mounted exhaust fans, 5 HP each. Each fan
controlled by a wall mounted cooling thermostat.
• Heating for freeze protection; 4 electric unit heaters, 5 KW each. Each electric
unit heater controlled by a wall mounted heating thermostat.
Electrical Room
• Cooling for equipment; packaged rooftop air handling unit at 4 KW. Controlled
by a wall mounted cooling thermostat.
• Heating for freeze protection; 2 electric unit heaters, 2 KW each. Each electric
unit heater controlled by a wall mounted heating thermostat.
Control Room
• Heating and cooling for human comfort and equipment heat gains; heat pump
at 2 KW. Heat pump controlled by a wall mounted heating/cooling thermostat.
IT Closet
151009 baiter bodr d— 29

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
• Heating and cooling for equipment; heat pump at 1 KW. Heat pump controlled
by a wall mounted heating/cooling thermostat.
Restroom
• Ventilation exhaust per code; 1 ceiling mounted exhaust fan, %HP, controlled
and interlocked with room light switch.
• Heating and cooling for human comfort; heat pump at 2 KW. Heat pump
controlled by a wall mounted heating/cooling thermostat.
Chemical Room
• Ventilation for removal of heat gains; 1 wall mounted intake louver, 100 W
actuators for each; 1 wall mounted exhaust fan, 1 HP. Fan controlled by a wall
mounted cooling thermostat.
• Heating for freeze protection; 1 electric unit heater, 2 KW. Electric unit heater
controlled by a wall mounted heating thermostat.
• All fixtures to be corrosion resistant due to presence of citric acid and sodium
hypochlorite.
EQ Basin Building
Pump Room
• Ventilation for removal of heat gains; 2 wall mounted intake louvers, 100 W
actuators for each; 1 rooftop mounted exhaust fan, 3 HP. Fan controlled by a
wall mounted cooling thermostat.
• Heating for freeze protection; 2 electric unit heaters, 4 KW each. Each electric
unit heater controlled by a wall mounted heating thermostat.
151009_baxler Wr d= 30

A R C A D I S
Marion WWTP Ugrade
Basis of Design Report
Electrical Room
• Cooling for equipment; packaged rooftop air handling unit at 4 KW. Controlled
by a wall mounted cooling thermostat.
• Heating for freeze protection; 1 electric unit heater, 2 KW. Electric unit heater
controlled by a wall mounted heating thermostat.
Chemical Storage Building
Pump Room
• Ventilation for removal of heat gains; 2 wall mounted intake louvers, 100 W
actuators for each; 1 rooftop mounted exhaust fan, 3 HP. Fan controlled by a
wall mounted cooling thermostat.
• Heating for freeze protection; 2 electric unit heaters,4 KW each. Each electric
unit heater controlled by a wall mounted heating thermostat.
1510 baster bodr doa 31

10

ARCADIS
Marion WWTP Ugrade °
Basis of Design Report
10. Residuals Handling
Residuals from the WWTP will consist of screenings from the side hill and rotary drum
screens as well as biological solids from the activated sludge treatment system. The
screenings will be collected and sent to a municipal solid waste landfill for disposal.
• The waste activated sludge will be sent to the aerobic digesters for pathogen
reduction to meet Class B standards for land application per the requirements
of the site land application permit, number WQ0031725.
• The digested sludge is dewatered to a 14-20%cake.
• Centrate and wash water is recirculated to the influent splitter box for re-
treatment through the activated sludge process.
• The cake is conveyed to a trailer positioned under a roof.
• Full trailers are picked up by Southern Soil Builders, Inc. and transported to
Catawba County where it is land applied to fur field sites totaling 80.8 net
acres.
151009_baxter bodr dam 32

11

ARCADIS
Marion WWTP Ugrade
Basis of Design Report
11. Security
• Each building (existing and new)on the site will be equipped with magnetic
locks, card readers and door contacts at all primary entrances.
• An IP video camera system equipped with approved switch/router and digital
video recorder(DVR)will be provided in the new MBR Equipment Building. The
DVR will be able to be programmed to report-by-exception in order to manage
bandwidth.
• Six to eight cameras will be provided at the facility, depending on the size:
Cameras will be positioned to record all building access points.
15100e_bWer roar d= 33

APPENDIX A
t� -

ARCADIS
Appendix A
Equipment List

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LOOM ARCA®IS Baxter North Cove WWTP
,a.r �R.:v.ri•e,. r,a m,.n Equipment List-Option 3B New MBR Rehab Baxter
Digester Blower Canopy Digester Aeration Blowers New AR-P-10 DAB-002 1 671 whn 10 D 50 460 50 Yes f 35,000 Quote Postbus displacement 5 PM
Digester Blower Canopy Digester Aerabon Blowers,- New AR-P-10 DAB-003 1 671 icfm 10 D 50 460 50 Yes $ 35,000 Quote =° ° Positive displacement 5 PM
Dewatering Bull Alt compressor for BFP Removed from scope 0 3 actin 100 Pneumatic tensioning;and tracking D 2 460 - No f 5,000 Other systems 14 PM
Process Control Building Aur compressor for Pruning Assist System New AR-P-18 COM-001 1 29 scfm 243 D 75 460 7.5 No $ - Quote Included in MBR equip costs Priming assist system 14 PM
Process Control Building Air compressor for Priming Assist System New AR-P-18 COM-002 1 29 ' scfm 243 S 75 460 7,5 No $ - Quote Included in MBR equip costs Pri assist system 14 PM
Mix Tank Area Air compressor for pH adjustment and ma tank New AR-P-05° PMB-001 1 ° 46 cm 6 7 D 15 460 15 No f 12,000 Other 48 cum minimum R eneratwe Mower 10 PM
(Regenrative blower) ° e9
Mix Tank Area Air compressor for pH adjustment and mix tank New AR-P-05 PMB-002 1 46 cm 67 S 15 460 15 No S 12,000 Other 46 cfm minimum Regenerative Mower 10 PM
R enretive blower
Mixers
EO Basin hH:rxm/FO flath Floaftg 3Hrzer fsrnWr Exlsiiap tl AO11N T - - - D 1; 460 a,J✓ 5 - 1-Wcooltng,(Rafocatil Floahvj^iafol
EQ Busin Prfmtr,Eo aitaan FJ�A,,p d6ir Aoratn- f=kiaYtny` AA-P.�2< PEA-OCj p -. _ D 1S 460 i:, ,o S I'at,Coogn(I(Rolucatodp I"IuufiugtAotaler
EQ Bosh I.4I$e uCCeS^yt=fBAa;rvr��a*iL':g h-if ACratol E.&Iing AR-P-04 HFA 061 II =° U 15 4Ng� 06 Cooling,(Ro O'GOW) F loutlligl/jut u(rn
EQBim" I'1'Ipl:Sitei tP.'EO ea5�n•92�.7ang ibise,'i,;ratur FXiAfiy AG.-P-J4 HFA00'2- 'I D 15 4.D t! ;';t. - I'-nrcuohngl(nc16ct11ad11-10at(iiy;{�urtew
Aerabon Tanks Aerators(for cooling) New,Future Not shown on P81Ds - 1 _° _ _ D 15 460 15 No $ - - Make electrical provisions any Floating Aerator 10 PM
Aeration Tanks Aerators(for cooling) New,Future Not shown on P81Ds - 1 _ _ _ D 15 460 15 No $ - - Make electrical provisions only Floating Aerator 10 PM
Aeration Tanks Aerators(for cooling) New,Future Not shown on P31Ds - 1 _ _ _ D 15 460 15 No $ - - Make electrical provisions only Floating Aerator 10 PM
Other Equipment
Drum Screen Area Rotary Drum Screen New AR-P-05 RDS-001 1 1,500 ppm - D 1 460 1• No $ 192,000 Quote Parkson,316SS construction Internally fed 14 PM
Drum Screen Area Rotary Drum Screen New AR-P-05 RDS-002 1 1,500 gpm -° S 1 460 1 No $ 192,000 Quote Parkson,316SS construction Intemally,fed 14 PM
Drum Screen Area Screenings Conveyor New AR-P-05 SCV-002 1 70 cu ft/hr - D 5 480 5 No $ - - Included in screen pricing above ShaRless 14 PM
Dewatering Budding Centrifuge New AR-P-11 CEN-001 1 4,400 11:e/hr - D 50 460 50 Yes $ 280,000 Quote Alfa Laval Centrifuge 14 PM
Dewatering Balding Centrifuge(Conveyor) New AR-P-11 CON-001 1 4,400 lbs/hr - D 15 460 15 Yes $ - Quote Alfa Laval(cost included above) Centrifuge 14 PM
Process Control Building MBR Equipment New WA - 1 1 5 MGD - 3 Trams - - - $ 1,498,000 Quote GE MBR base lid Hollow-fiber 10 PM
MBR Tank Canopy Membrane Thickener New Not sham on P81Ds - 1 �W $ 230,000 Quote GE MBR base bid Hollow-fiber 10 PM
UV Slad Canopy UV Skid New AR-P-09 WS-001 1 1,040 gpm - D 12 480 12 NA $ 103,400 Quote Trojan 3000PIus Medium-pressure 14 PM
W Slod Canopy UV Slad New 'AR-P-09 WS-002 1 1,040 gpm - S 12 480 12 NA $ 103,400 Quote Trojan 3000PIus Medium-pressure 14 PM
Side Hill Screen Canopy Side HIII Sueens Exisiting AR-P-04 SHS-001 1 see gpm - D 0 NA - NA $ - - Bauut,72",oponing site unknown Sido Hill 10 ISM
Side HIII Screen Canopy Side Hill Scioons Fiisikng AR-P-04 SHS-002 1 603 gpm U 0 NA - NA S - - Bauer,72',opomng size unknown Side Hill 10 Plot
Side Hill Screen Canopy Sido Hill Set eons Fxisibrxg AR-P-04 SHS-003 1 600 gpm - D 0 NA - NA $ - Bauai,72", opening ei7o unknown Sido•HiIP 10 PM
Side Hill Screen Canopy Sido HIII Scruuns Conveyor is6rh7 AR-P-04 "CV-001, 1 NA Cu It Ito - U 5 400 5 NA $ - - Unknown Slda lull 14 PM
Side Hill Screen Canopy Influent TOC/COD Analyzer New AR-P-04 ITC-001 1 - - - D 05 120' 0.5 - $ 75,000 Other Automatic
Chemical Pumphouse Urea Dosing Skid New AR-P-15 AUS-001/AUS-002 1 336 gpd 104 D 0 NA No $ 14,000 Quote Duty and standby pump Skid mounted 7 PM
Chemical Pumphouse Phosphoric Acid Dosing Skid New AR-P-14 PAS-001/PAS-002 1 38 gpd 104 D 0 NA - No $ 14,000 Quote Duty aux]standby pump Skid mounted 7 PM
Chemical Pumphouse Caustic Dosing Skid New AR-P-16 CAS-001/CAS-002 1 96 gpd 104 D 0 NA - No $ 14,000 Quote Duty and standby pump Skid mounted 7 PM
Chemical Pumphouse Antifurn Dosing Skid New AR-P-17 AFS-001 1 336 gpd 104 ° D 0 NA - No $ 24,000 Other Three pumps Slid mounted 10 PM
Dewatenng Building Polymer Dosing Sled New AR-P-11 PMS-001/PMS-002 1 000 gph WA D 1 120 1 No $ 20,000 Quote ProMtnent ProMix Slad mounted 14 PM
Dewatering Building Truck loading conveyor Existing AR-P-11 - 1 NA Ibs/hr WA D 5 460 5 Unknown $ - Quote 14 PM
Aeration Tanks Aeration Diffusers New AR-P-06 BAT-001 1 - - - D - NA - No $ 40,000 Other Fine bubble 10 PM
Aeration Tanks Aeration Diffusers New AR-P-06 BAT-002 1 - - - D - NA - No $ 40,000 Other Fine bubble 10 PM
Aeration Tanks Aeration Diffusers New AR-P-0e 8AT-003 1 - - - D - NA - No $ 40,000 Other Fine bubble 10 PM
Digester Tanks Aerobic Digester Diffusers New AR-P-10 ADD-001 1 - - - D - NA - No $ 44,160 Other Fine bubble 10 PM
Digester Tanks Aerobic Digester Diffusers New AR-P-10 ADD-002 1 - - - D - NA - No $ 44,160 Other Fine bubble 10 PM
Digester Tanks Aerobic Digester Decanters New AR-P-10 ADT-001 1 - - - D 05 NA .05 - No $ 53,928 Other Decanter w/control valves and panel Floating decanter 12 PM
Digester Tanks Aerobic Digester Decanters New AR-P-10 ADT-002 1 - - - D 05 NA .0.5 - No $ 53,928 Other Decanter w/control valves and panel Fluting decanter 12 PM
8'Parshall Flume w/bubble flow
Flume Budding Effluent Flow Meter Existing,ReplaceAR-P-09 - 1 227-11,021 gpm - 1*0 - NA- - - - $ 10,000 Quote Flume and floe transmitter measurement ° 10 PM
Process Control Bmldtng MBR Cassette Removal Equipment New - 1 NA NA NA D 10 460 10 No $ 58,000 Other Bridge Crane 10 PM
Dewatering Balding Divider Gates New AR-P-11 - 1
$ 10,000 Other 10 PM
Chemical Storage Area Chemical Fill Station New - 1 NA NA NA. NA NA NA NA NA $ 15,000 Other Enclosure mounted 10 PM
Chemical Storage Area Safety Shower Eyewash Station New AR-P-19 SSE-001 1 WA WA WA D WA 120 WA No $ 8,000 Other Heat for tempering and heat trace Heat traced 10 PM
Chemical Storage Area Safety Shower Eyewash Stabon New AR-P-19 SSE-002 1 WA WA WA D WA 120 WA No $ 8,000 Other Heat for tempering and heat trace Heat traced 10 PM
Chemical Storage Area Safety Shower Eyewash Sieben New AR-P-19 SSE-003 1 WA WA WA D WA 120 - WA No b 8,000 Other Heat for tempering and heat trace Heat traced 14 PM
Chemical Storage Area Safety Shower Eyewash Station New AR-P-19 SSE-004 1 WA WA WA D WA 120 WA No $ 8 000 Other° Heat for tempering and heat trace Heal traced 14 PM
GenSet Generator New 1 t,250 _ kW - 13 CC
^-- -
HVAC Equipment ° ._ - •• _ -
Baxter North Cove W WTP Plant Equipment Us1_9 Sep 2015 Rev 15 xlsz
Page 2 of 4 10/92015,Rev A

0 A RCADIS Baxter North Cove WWTP
a.m�^fM1w T r � eL Equipment List-Option 3B New MBR Rehab Baxter
Process Control Budding Exhaust Fan New 1 6700 CFM @ 0 25"w c WA D 2 HP 460 No HOA,Intedockad w/L-1d2 T-Stat
Process Control Building Exhaust Fan New 1 6700 CFM @ 0 25"w c WA D 2 HP 460 No °HOA,Interlocked WL-384 T-Stat
Process Control Building Lower New 1 4 79 Sqft F A 100W Interlocked w/EF-1 °
Process Control Building Lower New 1 4 79 Sqft F A 100W Interlocked WE.F 1
Process Control Budding Lower ° °° New 1 4 79 Sqft F A 100W - Interlocked w/EF-2 °
Process Control Building Lower ° New 1 4 79 Sqft F A 100W Interlocked w/EF-2
Process Control Budding Electric Unit Heater New 1 7 5 KW 7 5 K1ry
Wall Mounted T-Stat.
Process Control Building Electric Unit Heater New 1 7 5 KW 7 5 KW Wall Mounted T-Stat
Process Control Building Electric Unit Heater New 1 7 5 KW 7 5 KW Well Mounted T-Stat
Pmcess Control Budding Electric Unit Heater New 1 7 5 KW 7 5 KW Wall Mounted T-Stat
Process Control Building Exhaust Fan New 1 600 CFM @ 0 25"w c 1/6 HP ° °
HOA,Interlocked w/L-5 T-Stat
Process Control Building Lower New 1 0 86 Sqft F A 100W Interlocked w/EF-2 6
Process Control Building Electric Unit Heater New 1 7 5 KW 7 5 KW Well Mounted T-Stat
Process Control Budding Exhaust Fan New 1 100 CFM Q 0 25"w c 38 0 W
ntertocked w/room light switch
Process Control Building Air Handling Unit New 1 5100 CFM a 0 50"w c 2 HP Well mounted T-Stat
Process Control Building Condensing Unit New 1 SCrrC 132,500 Btuh FIA 10 6
Ory 2 LRA 75
Cond Fen FLA 2 5
Oh'1 LRA 58
Process Control Building Electric Unit Heater New 1 2 6 KW 2 6 KW Well Mounted T-Stat
Process Control Building Electric Unit Heater New 1 2 6 KW 2 6 KW Wall Mounted T-Stat
Process Control Building Heat Pump New 1 200 CFM @ 0 25'w c 2 9 KW Wall mounted T-Stat
Process Control Budding Condensing Unit New 1 TC 6,000 Btuh
Process Control Building Heat Pump New 1 400 CFM a 0 25'w c 2 9 KW Wall mounted T-Stat
Pmcess Control Building Condensing Unit New 1 TC 12,000 Btuh
Process Control Building Heat Pump New 1 800 CFM @ 0 25"w c 3 21 KW Wall mounted T-Stat
Process Control Budding Condensing Unit New 1 TC 24,000 Btuh
Flume Building Exhaust Fan New 1 6300 CFM(M 0 25"w c 1/2 HP
HOA,Interlocked w/L-1
Flume Building Lower New 1 2 86 Sqft F A 100W Interlocked w/EF-1
Flume Building Electric Unit Heater New 1 4 KW 4 KW Well Mounted T-Stat
Chemical Storage Buldig Exhaust Fen New 1 3700 CFM 0 0 25"w c 314 HP
HOA,Interlocked w/L-1
Chemical Storage Building Lower New 1 5 29 Sqft F A 100W Interlocked w/EF-1
Chemical Storage Bulding Electric Unit Heater New 1 2 6 KW 2 6 KW Wall Mounted T-Stat
Cherincal Storage Building Electric Unit Heater New 1 ° 2 6 KW 2 6 KW Well Mounted T-Stat
EQ Basin Bolding Exhaust Fen New 1 3100 CFM @ 0 25-w.c yq Hp
HOA,Interlocked w/L-1
EQ Basin Building Lower New 1 4 43 Sqft F A 100W Interlocked w/EF-1
EQ Basin Building Electric Unit Heater New- 1 4 KW 4 KW Well Mounted T-Stat
EQ Been Building Air Handling Unit New 1 800 CFM @ 0 50'w c E S P 1/5 HP Well mounted T-Stat
TC 24,000 Btuh RLA 5 1
LRA.28 0
SC 24,000Btuh 1/5 HP
6,500 Btuh Healing-2 KW 4 KW °
Centrifuge Budding Exhausl Fan New 1 6700 CFM @ 0 25"w c 2 Hp
HOA,Interlocked w/L-1 7-Stat
Centrifuge Bustling Lower New 1 4 79 Sqft F A t00W Interlocked w/EF-1.
Centrifuge Budding Electric Unit Heater New 1 4 0 KW 4 0 KW • Well Mounted T-Stat
Centrifuge Budding Electric Unit Heater New 4 0 KW- 4 0 KW
Well Mounted T-Stat
Total HP.- v °° ° °9° o ' E 8° .d• °°.y° •�`j 9. ,eY ° °4°•° ° 1429.5 ° t.°o •t °v • •a. ,, ° :°° •q°°
Tanks Volum Units W,h L,h H,ft
Production Plant Influent Weivy101 Fxlgnnq 1WT-0Ot 1 - NA gal NA NA NA •• -- =8 ° •- Rehaldlsxda Cax:mfe 10 PM -
EQ Basin Area Primary EQ Basin New PEB-001 1 673,200 gal 50 100 21 - - - $ - - Cost included in discipline estimate Concrete 10 PM
EQ Basin Area High Strength Aeration EQ Basin New HSB-001 1 673,200 gal 50 100 21 _ _ - - S - - Cost included in discipline estimate Concrete 10 PM
Mix Tank Area pH Adjustment Tank New PHT-001 1 14,700 gal 14 14 13 - _ - $ - - Cost mcluded m discipline estimate Concrete 10 PM
Mix Tank Area Mix Tank New MXT-001 1 14.700 gal 14 14 13 - - - E - - Cost included in discipline estimate Concrete 10 PM
Aeration Tank Area Aeration Tanks(Biereactors) New BAT-001 1 196,350 gal 27 54 21 _ _ _ $ - - Coy included in discipline estimate Concrete 10 PM
Baxter North Cove W WTP Plant Equipment Ust_9 Sep 2015_Rev 15 xlsx Page 3 of 4
10/92015,Rev A

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ARCADIS
Appendix B
Process and Instrumentation
Diagrams

1 2 3 4 5 8 ARC DIS
INSTRUMENT IDENTIFICATION LEGEND PANEL DEVICE SYMBOLS EQUIPMENT SYMBOLS EQUIPMENT SYMBOLS CONTINUED GENERAL NOTES
b�frasr,uefv;e•4'�3tef E'nWnalmL�r,[BurkJGx�s
FIRST LETTER SUCCEEDING LETTERS ° 1. COORDINATE WORK WITH OTHER DRAWINGS LEGAL ENTITY:
HS HAND SWITCH (MANUAL SELECTOR) AND DISCIPLINES. NORTHARCADS ROL OF
MEASURED- READOUT NORTH CAROLINA, INC
„ OR INITIATING MODIFIER ° OUTPUT ° ° L/0 R ° CENTRIFUGAL PUMP REFRIGERATED AIR DRYER° CERTIFICATE OF AUTHORIZATION NO. 7917
VARIABLE, OR PASSIVE FUNCTION MODIFIER 2. THE SYMBOLS SHOWN ON THIS SHEET ARE
E A ANALYSIS FUNCTION FUNCTION SUBSCRIPT STANDARD DESIGNATIONS. NOT ALL SYMBOLS
ARE APPLICABLE TO THE INCLUDED DIAGRAMS
ALARM AND INSTRUMENT TAGGING SYSTEM.
B BURNER FLAME NOT USED NOT USED NOT USED PB PUSHBUTTON F
^'L�
C CONDUCTIVITY CONTROL CLOSED �J AIR COMPRESSOR 3= NOT ALL PIPING, FITTINGS, AND TANK DETAILS
(ELECTRICAL ° ° ° ESTOP METERING PUMP ARE SHOWN REFER TO PROCESS DRAWINGS
D DENSITY(MASS)OR DIFFERENTIAL FOR ACTUAL DETAILS.
SPECIFIC GRAVITY FUNCTION SUBSCRIPT
E VOLTAGE EMF ° PRIMARY ELEMENT '
F FLOW RATE RATIO(FRACTION) FUNCTION SUBSCRIPTS FOR HAND - ®
GA
G INTRUSION SWITCH AND PUSHBUTTON CONTROLS: ROTARY DRUM SCREEN LINE TYPES
GLASS GE
(UNCALIBRATED) ESTOP E-STOP SUBMERSIBLE PUMP MAIN PROCESS
H HAND MANUALLY HIGH F/O/R FORWARD-OFF-REVERSE
INITIATED) F/O/JR FORWARD-OFF-JOG REVERSE
I CURRENT INDICATE H/O/A HAND-OFF-AUTO O PIPING SYMBOLS AU%TEARY PROCESS
(ELECTRICAL) ROTARY LOBE PUMP N ,y PNUMATIC SIGNAL
J POWER SCAN H/O/R HAND-OFF-REMOTE `
K TIME OR-TIME - CONTROL STATION H/O/SBY HAND-OFF-STANDBY
O - ----
WELDED CAP - DATA LINE
SCHEDULE
L /R LOCAL-OFF-REMOTE PILO ---�- INSULATED LINE
L LEVEL LIGHT LOW M A MANUAL-AUTO �v CONCENTRIC LINE REDUCER
M MOISTURE OR OR INTER-
_ HUMIDITY MIDDLEM/0/A MANUAL-OFF-AUTO -
N SEQUENCE, MEDIATE ��'p_� INSULATED LINE WITH SEALS
NOT USED NOT USED NOT USED 0/C OPEN-CLOSE PROGRESSIVE CAVITY PUMP FLANGE CONNECTION I U-- ELECTRICAL HEAT TRACE
D STRATEGY 0/0 ON-OFF
0 NOT USED ORIFICE OPEN RS RESET STOP-CLOSE T STRAINER PRELIMINARY
(RESTRICTION) DO NOT USE FOR
P PRESSURE OR POINT(TEST PULSE RA REMOTE-LOCAL POSITIVE DISPLACEMENT PUMP Y STRAINER
N VACUUM CONNECTION) R/0 RUN-OFF CONSTRUCTION
0 QUANTITY INTEGRATE-OR-
SC
NTEGRATEORSC SPEED CONTROL POTENTIOMETER
TOTALIZE
o R RADIOACTIVITY RECORD OR.PRINT" SCR SILICON CRYSTAL RECTIFIER I ATMOSPHERIC VENT
S SPEED FREQUENCY SAFETY SWITCH S/s START-STOP DIAPHRAGM PUMP
T TEMPERATURE TRANSMIT S/SLO START-STOP WITH LOCKOUT
- U MULTIVARIABLE I MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION I
V VIBRATION VALVE,DAMPER OR CI
Y
LOUVER G INDICATING LIGHT UNIT HUB DRAIN
W HEIGHT OR FORCE WELL. pB G-GREEN (OFF,STOP,CLOSED)
X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFlED UNCLASSIFIED R-RED (RUN,START,OPEN)Y EVENT RELAY OR c BLOWER, COMPRESSOR MARION, NC
UATE F-WHITE (POWER ON) Baxter
STATUS Y AXIS A-AMBER (ALARM CONDITION) SLOPED LINE
_ Z POSITION DRIVE,ACTUATE OR -FLASHES ON ELECTRIC OR
UNCLASSIFIED FlNA MECHANICAL MALFUNCTION
N CONTROL ELEMENT DIAPHRAGM SEAL
WITH ISOLATION VALVE
O INTERLOCK CENTRIFUGAL FAN ° NORTH COVE WWTP
E BASE INSTRUMENTATION SYMBOLS 1 = NOTE NUMBER
C xxx FIELD 1/0 POINT
FOR SHARED VIDEO DISPLAY FR AR FR k AR ARE TWO FUNCTIONS ELECTRONIC HORN
o I / AS PART OF ONE UNIT. O MOTOR INLINE SEAL ATUWNC.EN01
(CIRCLES TOUCH)
xxx SOFT 1/0 POINT /y.� STROBE LIGHT WITH ISOLATION VALVE
FOR SHARED VIDEO DISPLAY x SYMBOLS FOR`ANALYTIC DEVICES. A - AMBER SCREW CONVEYOR
(FUNCTIONS IN LOGIC CONTROLLER) 6I7 C -METHANE W- WHITE
C12-CHLORINE R - RED
® SOFTWARE INTERLOCKs/LOGIC FUNCTION COMB-COMBUSTIBLES B - BLUE / FLEXIBLE HOSE
(/INDICATES PRIMARY
CONTROL DO-DISSOLVED OXYGEN
E STRATEGY). PRIMARY LOCATION FeC13-FERRIC CHLORIDE MANUAL SCREEN
H2S-HYDROGEN SULFIDE zff -
T ® SOFTWARE INTERIOCKS/LOGIC H3PW-PHOSPHORIC ACID y QUICK-CONNECT C 08 OCT 15 NPDES PERMIT CS
FUNCTION (/INDICATES H2SQ4-SULFURIC ACID MF VARIABLE FREQUENCY DRIVE - B 29 MAY 15 BODR FINAL FS
SPECIFICATIONS CONTROL STRATEGY). No2SZ%-SODIUM META-BISULFITE D BARBED CONNECTION A24 APR 15
O2-OXYGEN BOOR REVIEW FS
AUXILIARY LOCATION NH3-AMMONIA
MEMBRANE FILTRATE PUMP N0. DATE ISSUED FOR BY
a DRAWING CONTINUATION
XXX FIELD INSTRUMENT ORP-OXYDATION REDUCTION POTENTIAL M
pH-HYDROGEN ION CONCENTRATION -LOG a MOTOR CONTROL CENTER CALIBRATION COLUMN
i ( ) C COPYRIGHT: ARCADIS GkM OF
POy-PHOSPHATE IY 2015 NORTH CAROLINA, INC.
XXx INSTRUMENT ON PANEL FLOATING MIXER AERATOR PROCESS LINES(ON/OFF PAGE)•
ORIFICE FLOW ELEMENT �
RAWiNG NUMBER
A VENTURI FLOW ELEMENT DATE. OCTOBER 2015®
REAR OF PANEL(BROKEN LINE). EYE WASH/EMERGENCY SHOWER PROJECT NO.: ATIBAXNC.EN01
B �
ACTIVATES AND DEACTIVATES CONTROL FLUME STATIC MIXER
FILE NAME: AR-P-01-19
AND/OR ALARM SWITCHES AT PRESET I
cl SIGNAL VALUES. SEE BELOW FOR SA I SAMPLER DESIGNED BY: F. SIMMONS
FUNCTIONS(X).
f- UNION DRAWN BY: R. OBERLANDER
DIFFERENCE
> HIGH SELECTORLE BACKFLOW PREVENTOR CHECKED BY: C. STANFILL
< LOW SELECTOR Xx ULTRASONIC OR RADAR ELEMENT COALESCING FILTER
P/1 PNEUMATIC/CURRENT CONVERTER SHEET TITLE
1/1 CURRENT/CURRENT CONVERTER 0 B DIAPHRAGM SEAL
(REPEATER) PROCESS h INSTRUMENTATION
E SUMMATION INTERCONNECTING LINES WITH DOT T SYMBOLS BG LEGEND I
AV AVERAGE T— INDICATES ROUTING OF THE SAME SIGNAL. EXPANSION JOINT
o x RATIO r 1 1
INTERCONNECTING LINES WITHOUT UV EQUIPMENT
I I TIE-IN POINT
FE DOT INDICATES ROUTING OF MORE
o / MAGNETIC METER L__L_J THAN ONE SIGNAL.
o IAS INSTRUMENT AIR SUPPLY FIRE HYDRANT
< --/H' SAFETY PULL CORD 12OV 12OV AC POWER SUPPLY
AIR FILTER GOOSENECK
A S 480V 48OV AC POWER SUPPLY
/ BELT ALIGNMENT SWITCH
24V 24V DC POWER SUPPLY
SCALE:
NONE
AR-P-01
SHEET OF 9

1 ° 2 3 1 4 1 S g
LINE IDENTIFICATION VALVE & GATE IDENTIFICATION EQUIPMENT IDENTIFICATION EQUIPMENT DESIGNATIONS OARCADIS'
�r!rasUut'turf 4Ydt[Y•@nviraimcrn,Burklrgs
LEGAL ENTITY-
AERATOR ARCADIS G&M OF
DASHESDASHES DASHES 8C BL0WERSPRESSOR ° ° CERTIFICATE OFNORTH COMPRESSOR
NAAUTHORIZATION N0. 7917
I BILK BULK CHEMICAL STORAGE
E 6--P-XXX-HT/I GV-22-01 XXX 1234 C CANOPY
CF CENTRIFUGE
UNE SIZE • TYPE COAD CONDUCTIVITY ANALYZER
CP COMPRESSOR
(SEE LETTER DESIGNATION IN CS CHEMICAL SKID
D DRYER
PROCESS MEDIUM PARENTHESIS OF EACH VALVE EQUIPMENT DESIGNATION DEC DECANTER
SYMBOL ON THIS SHEET) DIF
MATERIAL OF CONSTRUCTION ° SER
P&ID NUMBER OSP DIGESTER - SLUDGE PUMPS
INSULATION/HEAT TRACE
EQUIPMENT NUMBER DS DRAIN SUMP
FA FLOATING AERATOR
FPP FEED PUMPS PUMPHOUSE
FL FILTER
PROCESS MEDIUM P&ID NUMBER MSB HIGH STRENGTH EQ BASIN
M MOTOR
SEQUENCE NUMBER MBR MEMBRANE BIOLOGICAL REACTOR
PWW PROCESS WASTE WATER P PUMP
PEB 'PRIMARY EQ BASIN
PW POTABLE WATER PMS POLYMER METERING SYSTEM
NPS NON-POTABLE WATER RDS ROTARY DRUM SCREEN
WAS
RETURNWASTE AACTIVAATEDSSLU GE VALVE & GATE SYMBOLS & ABBR. ACTUATOR SYMBOLS & °ABBR. SCL FLOOR SCALE
SCV SCREW CONVEYOR
NaOH SODIUM HYDROXIDE (E NcOC (1 SOW SOLIDS DEWATERING BUILDING SEALS
H3PO SODIUM HYPOCHLORITE (11x) AIR RELEASE VALVE SSE SAFETY SHOWER & EYE WASH '
H3PO4 PHOSPHORIC ACID (85x) II (AR)
CH 4N20 UREA I nT TANK
3 p CA COMPRESSED AIR Q ELECTRIC MOTOR ACTUATOR TOC TOC/COD ANALYZER
CITRIC CITRIC ACID AIR/VACUUM VALVE (AV) (E) UV ULTRAVIOLET EQUIPMENT PRELIMINARY
PA PROCESS AIR ° COMBINATION AIR VALVE (CA) WG WEIR GATE DO NOT USE FOR
PLY WW WET WELL CONSTRUCTION
POLYMER
STW STERILIZER WATER 101 BALL VALVE (BA)
VATF ANTIFOAM PNEUMATIC ACTUATOR (P)
, Cr>{ BALL CHECK VALVE (BC) '
MATERIAL OF CONSTRUCTION BUTTERFLY VALVE (BV)
BUTTERFLY VALVE (DIGESTER GAS SERVICE) -
OPEN/CLOSE APPLICATIONS(BD) - HYDRAULIC ACTUATOR (H)
PVC PVC SCH 80 BUTTERFLY VALVE (AIR SERVICE) - OPEN/CLOSE
s CPVC CPVC SCH 80 APPLICATIONS (BR)
304SS STAINLESS STEEL, TYPE 304 HIGH PERFORMANCE BUTTERFLY VALVES (DIGESTER
316SS STAINLESS STEEL, TYPE 316 GAS SERVICE) - MODULATING APPLICATIONS (HD) MARION, INC
= HDPE HIGH DENSITY POLYETHYLENE HIGH PERFORMANCE BUTTERFLY VALVES (AIR Baxter
Cu COPPER SERVICE) - MODULATING APPLICATIONS(HR)
- CS CARBON STEEL
p{ CHECK VALVE (CH)
CHECK VALVES (DIGESTER GAS SERVICE) - (CD)
CHECK VALVES (AIR SERVICE) - (CR) OPERATION TYPE ABBREVIATIONS
AUTOMATIC ELECTRIC CHECK VALVES(CT) NORTH COVE WWTP
E SWING CHECK VALVE (SC) OC OPEN/CLOSE
C 1� DIAPHRAGM VALVE (DV) MD MODULATING
a PIPE/TANK THERMAL PROTECTION LMS SUCTION FOOT VALVE (FV) SIGNAL TYPE ABBREVIATIONS ATLBAXNC.EN01
I INSULATION 'nn THREE-WAY VALVE (TW) ANG ANALOG
HT HEAT TRACE I7K1 FOUR-WAY VALVE (FW) CNT CONTROLNET
DCT DRY CONTACT
- COQ GLOBE VALVE (GL) DNT DEVICENET
>< GATE VALVE (GV) ENT ETHERNET ,
C 08 OCT 15 NPOES PERMIT CS
o METAL SEATED GATE VALVES - SOLID WEDGE FLB FOUNDATION FlELDBUS B 29 WAY 15 BOOR FINAL FS
_ AND DOUBLE DISC TYPE (GM) A 124 APO 151 BODR REVIEW FS
RESILIENT-SEATED GATE VALVES(GR) MOD MODBUS NO. I DATE I ISSUED FOR BY
NEEDLE VALVE (NV)
i (j��/
I/_ AUTOMATIC PRESSURE REDUCING VALVES (PR) COPYRIGHT: NORTH
ROL OF
1177yCCll 2015 NORTH CAROLINA, INC
B
DATE, OCTOBER 2015
AUTOMATIC PRESSURE SUSTAINING VALVES (PS)
PROJECT NO.- ATLBAXNC.EN01
FILE NAME: AR-P-01-19
R5j ECCENTRIC PLUG VALVE (PV)
DESIGNED BY: F. SIMMONS
REUEF VALVE (RV) DRAWN BY: R. OBERLANDER
CHECKED BY: C. STANFILL
IBJSHEET TITLE
f_ THREE WAY RELIEF VALVE (TR)
PROCESS h INSTRUMENTATION
SOLENOID VALVE(SV) FCD FAIL
OPEN
SSEool SYMBOLS & LEGEND II
i SLUICE/SLIDE GATE
� WEIR GATE
A Q TELESCOPING VALVE
SCALE:
NONE
- AR—P-02
SHEET OF 9

1 2 3 4 5 g
INTERLOCKS:
Et,—ARCAM'S
fi1,7051Fai a Mover,tnvirO wmr•Suri&1gs
LEGAL ENTITY
IV PUMP ON/OFF CONTROLLED BY UC-03-02 ARCADIS GhM OF
NORTH CAROLINA, INC.
IVe CERTIFICATE ,OF_AUTHORIZATION NO. 7917
PUMP STARTS ON LSHH 03-03 °
E
O3
PUMP SHUTS DOWN ON LSL-03-04
LAST UNE NUMBER USED,/
LAST MANUAL VALVE NUMBER USED 14
4,2,J
I
SIC
OJ-01
SEALS
2 sic
D
4 03-01
PRELJMINARY
V PI
-0, DO NOT USE FOR
�_"� 03 � CONSTRUCTION
m I M OsA-03-03
I
PV-03-07
I
1 I CH-03-05
LAL LAH I 3
_ 03-02 03-02 I BA-03-010
ISL LIC ISH I
P-0301
0.3-02 03-02 03-02 I � ° MARION. INC
LSL LAL
� 03-04 o3-a
1,2,3 p Baxter
- � 4 D3-0.3
SA UT ISL T °
m 03-01 03-02 03_04 8'-PWW-316SS slc _ _ NORTH-COVE WWTP
PV-03-09
E —0—t—
SHH OJ-02
03-03 8'-PWW-316SS °
C LE
03-M
__ sIc
03 c Pv-o3-10 ABOVE GRADE ATLBAXNC.EN01
Ll
V I
BELOW GRADE
F
D
TO EXISTING SCREENS
PROCESS h
M O BA-03-04 R-P-04
SANITARY SEWER Pv-03-O8 (PRIMARY)
C 08 OCT 15 NPOES PERMIT CS
;o WW-0301 CH-OJ-OB B 29 MAY 15 BOOR FINAL FS
A 24 APR 15 BODR REVIEW FS
INFLUENT WET WELL 8A-03-020 NO. DATE SSUED FOR BY
a P-0302 ABOVE I BELOW
GRADE 1 I GRADE
�I LLL...... OV-03-14 COPYRIGHT: ARCADIS ChM OF
0 HOLDING POND 2015 NORTH CAROLINA, INC.
INFLUENT WET WELL T DATE: OCTOBER 2015
N B TRANSFER PUMPS
GV-03-13 PROJECT NO.: ATLBAXNC ENO
G D 0 EXISTING SCREE
FILE NAME: AR-P-01-19
i
PV-03-15 DESIGNED BY: F. SIMMONS
8"-PWW-HDPE TO RELOCATED SCREEN DRAWN BY: R. OBERLANDER
i R-P-04
CHECKED BY: C STANFlLL
(BYPASS)
SHEET TITLE
PV-03-14 TO PRIMARY EO BASIN PROCESS R INSTRUMENTATION
FLY ik5 8'-PWW-HDPE R-P-04 INFLUENT WET WELL
03-01
STERILIZER WATER B'-STW-CS
10 PUMPS
cv-03-11
i
i ry
A
SCALE:
NONE
AR-P-03
SHEET OF 9

1 2 3 4
3 g
FROM ANTIFOAM PUMPS Rl� , O URCADIS
1/2--ATF-PVC
1f�TERLOCKS:
R-P-17 &IkaslluLYu;e41 d:cY Emiralm6nT•Bur70irY�.S
FROM ANTIFOAM PUMPS TOC clow ROUTE PROCESSASIN WATER TO
LEGAL ENTITY:
R-P-17 1/2 O7 TOGM 1 EQUALIZATION0ROUTBASIN;(A ER T Ot) NORTH S RO OF
TOC>1000 ROUTE PROCESS WATER TO NORTH CAROLINA, INC.
l FROM STERILIZER PUMPS ABOVE GRADE HIGH STRENGTH EQUALIZATION BASIN(HSB-0401) CERTIFICATE OF AUTHORIZATION NO. 7917
VR-P-03 E 6'-PWW-316SS-HT 1
2
E ELOW O AERATOR TURNED ON/OFF EASED ON ORP IN EO BASIN
BGRADE
B'-PWW-XXX-HDPE FEI V,3 3
PIC PAL PAH O AERATOR TURN OFF ON LOW LEVEL IN EO BASIN
04-01 AC ARAE 04-01 04-01 0{-Ol
W-01 G4-01 04-01 O1 P-401 k P-{02 CONTROLLED BASED ON LEVEL IN TANK
TOC UA YIL HS
pR 04-01 04-03 04-0J T.3 5 P-40J R P-404 CONTROLLED BASED ON OPERATOR
FROM INFLUENT WET WELL 04-Ot I I LIST UNE NUMBER USED:/
XXX-HDPE I 4,6,8,9 O ENTERED FLOW SET POINT LAST MANUAL VALVE NUMBER USED 31
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I 10 NO:SSE-1901 I.D.NO..SSE-1902 ID NO.:SSE-1903 I.D.NO..SSE-1904 I.D. NO EWS-1901 I.D. NO..EWS-1902 I.D.NO.:DS-1901 I.D.NO.:P-1904 I.D NO..P-1905 10 NO.:P-1901 I D NO.. P-1902 I.D.NO.:P-1903 1.0 NO. T-1901
DESCRIPTION:CONTROL DESCRIPTION:vvH DESCRIPTION:BULK DESCRIPTION' BULK DESCRIPTION PROCESS DESCRIPTION'EO PUMP DESCRIPTION:BUILDING DESCRIPTION:BUILDING DESCRIPTION: BUILDING DESCRIPTION:BUILDING DESCRIPTION:BUILDING DESCRIPTION:BUILDING DESCRIPTION: BUILDING
BUILDING SAFETY NEUTRNJZATION AREA STORAGE CONTAINMENT STORAGE PUMP HOUSE CONTROL BUILDING EYE BUILDING EYE WASH DRAIN SUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP
SHOWER SAFETY SHOWER AREA SAFETY SHOWER SAFETY SHOWER WASH STATION STATION SCALE'
MMUIMODEL "F. MANU/MOOEL/TYPE. MAIN/MODEL/TYPE: MANU/MODEL/TYPE MANU/MODELJTYPE MANU/MODEL/ME DEL/TYPE. MANU/MODEL/TYPE MANU/
MANU/YOMODEL/TYPE: MANU/MODEL/TYPE: MAIN/MOOEL/TYPE: MANU/MODEL/TYPE. WWU/MODEL/IYPE NONE
OPTIONS:HEATER FOR OPTIONS:HEATER FOR OPTIONS HEATER FOR OPTIONS:HEATER FOR OPTIONS: OPTIONS CAPACITY: CAPACITY: CAPACITY: CAPACITY: CAPACITY: CAPACITY: CAPACITY
TEMPERING TEMPERING TEMPERING TEMPERING MAWP: MAWP: MAWP: MAWP: MAWP: MAWP- MAWP MAWR MAWP:
MAWP. AND FREEZE AND
FREEZE AND FREEZE MAWT: MAWT: MAWT MAWT: MAWT: MAWT MAWT MAWT• MAWT: AR-P-19
MAWT: PROTECTION PROTECTION PROTECTION MOC: MOC MOC: MDC• MOC MOC: MOC: MOC: MDC
MOC: MAWP: MAWP MAWP FINISH: FINISH: FINISH: FINISH FINISH- FINISH: FINISH FINISH FINISH:
FINISH MAWT: MAWT: MAWT
MOC: MOC: MOC.
SHEET OF 9
FINISH: FINISH FINISH:
H

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VM ARCADIS
Appendix C
Site Plans

noX-
- 1
NORTH COVE WASTEWATER
TREATMENT PLANT
EROSION AND SEDIMENT CONTROL PLANS"
MARION, NORTH CAROLINA
ATLBUNC EN01
a PROJECT
LOCATION
DRAWING INDEX
i
DRAWING # DRAWING TITLE
AR-ES-01 EROSION'AND SEDIMENT CONTROL COVER SHEET
AR-ES-02 EROSION AND,SEDIMENT CONTROL LEGEND AND NOTES
AR-ES-03 EROSION AND SEDIMENT CONTROL NPDES COMPLIANCE
o' ••No -� AR-ES-04 EROSION AND SEDIMENT CONTROL SOIL SERIES MAP
U
�I AR-ES-05 EROSION AND SEDIMENT CONTROL EXISTING SITE PLAN
AR-ES-06 EROSION AND SEDIMENT CONTROL GRADING PLAN
z _�1 AR-ES-07 EROSION AND SEDIMENT CONTROL PLAN
AR-ES-OB EROSION AND SEDIMENT CONTROL DETAILS (1 of 3)
AR-ES-09 EROSION AND SEDIMENT CONTROL DETAILS(2 of 3)
AR-ES-10 EROSION AND SEDIMENT CONTROL DETAILS (3 of 3)
2
S
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o
Eo
NY
^o
Y
N O�
-O
N/
O
oa
i
LOCATION MAP
o zaoo• aoao'
ii NORTH CAROLINA
oa TOTAL AND DISTURBED ACREAGE OF THE
PROJECT IS APPROXIMATELY 8.0 ACRES
" f
of JE PROJECT NO. ATL9AXNC.ENO1
�U
E ARCADIS
I_nfrastru_cture•Water.Environment•Buildings
'o LEGAL ENTITY: 2 23 OCT 15 NCDENR COMMENTS JH
ARCADIS G&MOF 1 20 OCT 15 CML PACKAGE N0.1 JH
a
ENGINEER OF RECORD: JOSEPH DOUGLAS FIUGHEY,PE NORTH CAROLINA, INC. 0 18 SEP 15 NCDENR PERMIT JH
NORTH UIROLINA REGISTRATION NO.: 036472 CERTIFICATE OF AUTHORIZATION NO. 7917 NO DATE " ISSUED FOR I ar

1 1 2 1 3 1 4 5 16 a dl RCADI S
SYMBOLS FOR EROSION AND SEDIMENT CONTROL PRACTICES: MANAGEMENT PLAN: EROSION CONTROL: TREE PROTECTION:
1 ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER 1 EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST 1 THE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION ON lnfrastructure•Water Environment.Buddings
SITE PREPARATION RUNOFF CONTROL MEASURES EVERY RAINFALL. ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MANAGEMENT PRACT CES FOR EROSION CONTROL AND SHALL COMPLY WITH THE SITE EXCEPT A$$NOTED ON THE PLANS OR APPROVED BY THE LEGAL ENTITY
PREVENT FURTHER DAMAGE AND EROSION STRUCTURES THAT SHALL BE STANDARDS_/SPECIFICATIONS I,J THE 'EROSION AND SEDIMENT CONTROL ENGINEER AND
THE GOVERNING JURISDICTION ARCADIS GdtM OF
INSPECTED INCLUDE PLANNING AND DESIGN MANUAL IN NORTH CAROLINA,LATEST EDITION
�p�p pLJLFTgRr�T1��E5WyF!fLY 2 WHEN DIGGING NEAR TREES, THE CONTRACTOR SHALLPRUNE ALL NORTH CAROLINA. INC.
® 6.02 ° y TD y 6.20 11 '2pNTSFMJR ggN 1W CT ReaE PER)TRAINFAT8_U EVENTS TOESEE�r1D EXPOSED R00TS ONE INCH IN DIAMETER OR LARGER ON THE SIDE OF ,CERTIFICATE OF AUTHORIZATION N0. 7917
Land Grading Temporary Diversions _ (�I� DR 1 2 DISTURBED AREAS ARE TO BE MULCHED DAILY BEFORE CONTRACTOR ACTIVITIES THE TRENCH ADJACENT TO THE TREES PRUNING SHALL CONSIST OF
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF CEASE FOR THE DAY PERMANENT VEGETATION SHALL BE PLACED AT ALL MAKING A CLEAN CUT FLUSH WITH THE SIDE OF THE TRENCH TO
STONES HAVE BEEN DISLODGED IMMEDIATELY MAKE ALL NEEDED REPAIRS AREAS GRADED TO FINAL GRADE IMMEDIATELY UPON COMPLETION WHEN HAND PROMOTE NEW ROOT GROWTH
E 6.03 621 TO PREVENT FURTHER DAMAGE PLANTING, MULCH (HAY OR STRAWY SHOULD BE UNIFORMLY SPREAD OVER
-+ PD -+ SEEDED AREA WITHIN 24 HOURS OFF SEEDING. DURING UNSUITABLE GROWING
Surface Roughening Pennanen!Diversions 1 2 SEEDING FERTILIZING, AND MULCHING• SEEDED AREAS SHALL BE SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT 3 PROTECT THE TRUNKS OF ANY TREES BEING PRESERVED WITHIN THE
INSPEC7'�D FOR FAILURE AND NECESSARY REPAIRS SHALL BE MADE ARE 2:1 OR STEEPER, MULCH WILL BE ANCHORED. RIGHTS OF WAY TEMPORARY, OR PERMANENT EASEMENTS WITH
604 622 IMMEDIATELY STRAPPED ON PLANKING OR SIMILAR PROTECTIVE DEVICE
--• D y 3. IN CONCENTRATED FLOW AREAS, ALL SLOPES STEEPER THAN 2:1 AND WITH A
TOpsolling Diversion Dike(Perimeter) 1.3 SILT FENCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND HEIGHT TEN FEET OR GREATER AND WHEN MULCH CANNOT BE ADEQUATELY 4 TREE PROTECTION DEVICES MUST BE INSTALLED AND INSPECTED PRIOR
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY TACKED AND WHERE IMMEDIATP.GROUND COVER IS REQUIRED TO PREVENT TO ANY CLEARING, GRUBBING OR GRADING
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE, EROSION DAMAGE SHALL BE STA81LIZED WITH THE APPROPRIATE ROLLED °
6.05 623 OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY REIJOVE SEDIMENT EROSION CONTROL PRODUCT 5 . PRUNING°OF TREE LIMBS TO PROVIDE CLEARANCE FOR EQUIPMENT AND il
-. WB -� DEPOSITS BEHIND FENCE WHEN SEDMENT ACCUMULATES TO HALF THE MATERIALS SHALL BE DONE ACCORDING TO STANDARD
Tree Preservation&Protection Right-of-Way Diversions FENCE HEIGHT TAKE CARE TO AVOID UNDERMINING THE FENCE DURING 4 SEDIMENT /EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH ARBORICULTURAL PRACTICE
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE THE 6 THE CONTRACTOR SHALL REMOVE ONLY SUCH TREES ON OR ALONG
6.06 CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ANY ADDITIONAL THE WORK AS NECESSARY AND SHALL CAREFULLY PROTECT ALL
Tem Gravel Const.Enter/Exit EROSIION CONTROL MEASURES AS DIRECTED BY THE GOVERNING JURISDICTION OTHER TREES ADJACENT YO THE WORK WORK SHALL BE DONE IN
Temp AND/OR THE ENGINEER ACCORDANCE WITH COBB COLNTYS TREE ORDINANCE REQUIREMENTS
1.4. STOCKPILES. STOCKPILES SHALL BE CHECKED FOR EROSION AND FOR THOSE TREES TO BE PROTECTED TREE PROTECTION ZONES ARE
RUNOFF CONVEYANCE STABILIZATION SILT FENCING SHALL BE CONSTRUCTED AROUND 5 THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES AND ENSURE TO BE ESTABLISHED AND TREE PROTECTION FENCING SHALL BE
SURFACE STABILIZATION STOCKPILED DIRT IN LANDSCAPED AREAS STOCKPILED MATERIAL LEFT ON THAT THEY ARE PROPERLY FUNCTIONING PRIOR TO ANY LAND DISTURBANCE CONSTRUCTED IN ACCORDANCE MATH THE MANUAL FOR EROSION AND
MEASURE PAVED SURFACES MUST BE COVERED WITH IMPERMEABLE MATERIAL AND ACTIVITIES SEDIMENT CONTROL IN GEORGIA LATEST EDITION EXCAVATING
SECURED WITH SANDBAGS IF LEFT OVERNIGHT ���� MACHINERY OR TRUCKS SHALL HOT BE PERMITTED TO SCRAPE THE
T$ 6.10 GL 6.30 6 EFFECT ONTBMPSVIWITHSATHYDRAULIC COMPONENTI MUST E CERITTIIFIED SIGNIFICANT
THE GUYKCABLES OR ATO TMTHEEM MBS FROM TREES, NOR CONNECT ROPES OR
Temporary Seeding 8) Grass-lined Channels 1 5 CONSTRUCTION ENTRANCE/EXIT- INSPECT CONSTRUCTION ROAD SURFACE DESIGN PROFESSIONAL.
DAILY MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE 7 THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
P$
6.11 RR Seeding RR 6.31 fined Channels PERIODIC TOPDRESSING WITH 2-3 INCH STONE. AFTER EACH RAINFALL, INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PROJECT DESCRIPTION:
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT PRIOR TO LAND DISTURBING ACTIVITIES.
AS NECESSARY IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS THE BAXTER NORTH COVE WASTE WATER TREATMENT PLAN__"O P) SEALS
SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS B. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL PROJECT PROPOSES THE DEVELOPMENT OF AN UPDATED Wwlr
8 12 -� IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE UNDEVELOPED LAND ADJACENT TO AN EXISTING WASTE WATER TREATMENT
$O -JI P Paved Channels 1 6 TOP S%PREPARATION TOP SOIL FOR PERMANENT GRASSING SHALL BE EROSION CONTROL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FACILITY THAT WILL BE DEMOLISHED THE PROJECT SITE 15 LOCATED IN
Sodding CLEAN OF ROCKS LARGER THAN 1 2 INCH AND BE ABLE TO SUPPORT SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AS MCDOWELL COUNTY, NORTH CAROLINA, OFF OF U S HIGHWAY 221 ON
D VEGETATION TOP SOIL SHALL BE A MINIMUM OF 6 INCHES THICK APPROVED BY THE GOVERNING JURISDICTION AND/OR THE ENGINEER PROPERTY AWNED AND OPERATED BY BAXTER HEALTHCARE THE SITE 1
Gl. 6.13 TSD 6'32 1 7 TREE PROTECTION FENCE: REPAIR AND/OR REPLACE DAMAGED FENCE. 9. GROUND STABILIZATION IN 7 DAYS ON DISTURBED PERIMETER AREAS AND ADJACENT TO THE NORTH FORK CATWABA RIVER.
Trees,Shrubs,Vines 8 GC Temporary Slope Drains DO NOT REMOVE FENCING PRIOR TO PERMANENTLY STABILIZING DISTURBED SLOPES GREATER THAN 3.1 ANY REMAINING DISTURBED AREAS LEFT EXPOSED
AREAS FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED
6.14 6.33 8 � SAT�•I11W99i�N70C ���� &E RS�q�IN�p�IA7RpL,fgpp`,C SITE NOTES:
PT NT l I�oW 10. NON-EXEMPT ACTIVITIES SHALL NOT 8E CONDUCTED WITHIN THE 25-FOOT 1 PROJECT IS LOCATED IN MCDOWELL COUNTY, NORTH CAROLINA
O Mulching � Paved Flume(Chutes) REA ER)RAINFALL EVENT REPAIR IMMEDIATELY GOOD C NTACT WITH UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED
THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND 2 THE DISTURBED ACREAGE OF THE PROJECT IS APPROXIMATELY B 0
BENEATH THE RECP. ANY AREAS GF THE RECP THAT ARE DAMAGED OR PERMITS ACRES
6.15 OUTLET PROTECTION NOT IN CLOSE CONTACT MATH THE GROUND SHALL BE REPAIRED AND
RR STAPLED IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,
Riprep THEPROBLEM SHALL BE FIXED AND THE°ERODED AREA PROTECTED 3. THE RECEIVING WATER FOR THIS PROJECT IS THE NORTH FORK
MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS POLLUTION CONTROLS: CATAWBA RIVER
6.16 B.40 ESTABLISHED.
o D$ 1. 8MP'S SUCH AS CONSTRUCTION EXITS WATERING STATIONS, AND SWEEPERS 4 PAEA OR NA'fl PF THIS
LIE VATHINITHE SPECIAL
OFD hIEZMCDOWELL
Vegetation Dune Stabilization Level Spreader 9 SAD}v4p�}iNE4ArvELAESTIGPACN7}ON YET TAT MAY BE UTILIZED TO MINIMIZE OFF-SIVE VEHICLE TRACKING OF SEDIMENTS AND COUNTY FLOOD INSURANCE STUDY
l� �1 THE GENERATION OF DUST.
RAINFALL EVENT CLEAR THE MESH MARE OF ANY DEBRIS AI OTHER
8.17 6.41 OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE FIRM MAP NUMBER 3710171700) MARION. NC
- �RECPQ3 CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT EFFECTIVE DATE:, OCTOBER 2,2008
Rolled EI'OSIOn Control Plod. Outlet Stabilization Structure REMOVAL. REPLACE STONE AS NEEDED 2. PETROLEUM BASED PRODUCTS- CONTAINERS FOR PRODUCTS SUCH AS FUELS, Baxter
ECTED DAILY FOR LEAKS AND SPILLS THIS
1.10.kjCK AND GRAVES INLET PROT7EECTION-(1/I�NZ!SPECT THE BARRIER AT LEAST INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR 5 CONTACT:
INLET PROTECTION STREAM PROTECTION WEEKLY AND AFTER EACH SICNIFlCANT(1/2 INCH OR GREATERT RAINFALL PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT EQUIPMENT MAINTENANCE BRIAN SMITH
AND MAKE REPAIRS AS NEEDED REMOVE SEDIMENT AS NECESSARY TO AREAS VALL BE LOCATED AWAY FROM STATE WATER NATURAL DRAINS AND BAXTER HEALTHCARE CORPORATION
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPbRARY.FUEELING TANKS PHONE [phone]
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE
,lag t1 6.50 6.70 REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE CONTAMINATION DISCHARGE OF OILS FUELS°AND LUBRICANT SSSS IS PROHIBITED. NORTH COVE WWTP
j Temp.Exc.Drop Inlet Prot. -�r Temp.Stream Crossing OR DISPOSE OF IT PROPERLY. BRING THE DISTUR6ED AREA TO PROPER PROPER DIISANDAL,METHODS
SAL AS WILL
EQUIRED BC OLL EL ANDNSTATSEUITABL REGULATIONS.
_ GRADE, THEN SMOOTH AND COMPACT IT APPROPRIATELY STABILIZE ALL
6.51 BARE AREAS AROUND THE INLET. ALL PRODUCTS 1
2,. - WILL BE STORED IN TIGHTLY SEALED ORIGINAL
.71 �ry7� WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE
C• "�I j Hardware Cloth d Gravel Inlet 6
�•� 1 11 ROCK PIPE INLET PROTECTION: INSPECT ROCK PIPE INLET PROTECTION DISCHARGED TO THE STORM WATER COLLECTION SYSTEM. EXCESS
// Perm.Stream Crossing AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER) PRODUCT MATERIALS USED WITH THESE PRODUCTS AND PRODUCT ATUWNC.EN01
RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEDIMENT AND CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S
_ RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS SPECIFICATIONS AND RECOMMENDATIONS
6.72�•���k� .52
Temp.Block 8 Gravel Intel Prot. --O Vegetative Streambank Stab. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN 2 2 - PROJECT DOES NOT ALLOW FOR CONCRETE
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE ��ry�
• i•• DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF WASH OJECT SITE NO CONCRETE TRUCKS WILL BE
=' THE GRAVEL FACING CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM
DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED
n j 6.53 `O 6.73 IMMEDIATELY AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN WASH WATER ONSITE ALL CONCRETE WASTE SHALL BE RETURNED WITH
°�!II Sod DropInlet Protection Structural Streambank Stab. PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE EACH CONCRETE TRUCK FOR DISPOSAL AT THE CONCRETE BATCH PLANT
UNSTABLE SEDIMENT SMOOTH THE AREA TO BLEND NTH THE ADJOINING 23 FERTILIZERMERBICIDES- TIESE PRODUCTS WILL BE APPLIED AT RATES
AREAS AND PROVIDE PERMANENT GROUND COVER E MANUFACTURER'S SPECIFICATIONS OR ABOVE
IMI 654 6 74 1.12.GRASS CHANNEL DURING THE ESTABLISHMENT PERIOD CHECK GRASS THE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE
ROdL Doughnut Inlet Prot. BufferZone LINED CHANNELS AFTER EVERY RAINFALL AFTER GRAS`S IS ESTABLISHED, GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA ANY 2 23 OCT 15 NCOENR COMMENTS JH
gg PERIODICALLY CHECK THE CHANNEL, CHECK IT AFTER EVERY HEAVY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED
6.55 RAINFALL EVENT IMMEDIATELY MAKE REPAIRS ITIS PARTICULARLY CONTAINERS 1 2 OCT 15 CML PACKAGE NO.1 AH
OTHER RELATED PRACTICES IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS 2.4 CONSTRUCT ON MATERIALS- NO CONSTRUCT ON MATERIALS MALL BE
RookPlpelnletProtection FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES g8RfEpZ7t0T5p6SED OF O SITE ALL SUCH MATERIAL WILL BE DISPOSED 0 18 SEP 15 NCDENR PERMIT JH
REMOVE ALL SIGNIFICANT ACCUMULATIONS TO MAINTAIN THE DESIGNED OF ACCORDING TO APPLICABLE STATE AND LOCAL REGULATIONS NO. DATE ISSUED FOR BY
CARRYING CAPACITY KEEP THE GRASS IN A HEALTHY, VIGOROUS
SEDIMENT TRAPS&BARRIERS -CRS- 6 E0 CONDITION AT ALL TIMES. SINCE IT IS THE PRIMARY EROSION PROTECTION 25 WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE
Constr.Road$tabiltzaWn FOR THE CHANNEL. STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.
1.13.TEMPORARY DIVERSION' INSPECT TEMPORARY DIVERSIONS ONCE A WEEK COPYRIGHT: ARCADIS G&M OF
30 ���♦ 3. SOIL CLEANUP AND CONTROL PRACTICES
♦ 6.60 :� 6.61 AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE 2015 NORTH CAROLINA, INC.
Temp.Sediment Trap sD Subsurface Drain FLOW AREA AND REPAIR THE DIVERSION'RIDGE CAREFULLY CHECK 31' LOCAL STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL
N OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED WHEN THE AREA CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES MADE AVAILABLE
PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE TO SITE PERSONNEL
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
6.61 6.82 APPROPRIATELY STABILIZE ITDATE: OCTOBER 2015
O
32. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT
Sediment Basin Glade$tabllHzabon Structure IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT
B 1 14 CHECK DAM'EACH
SI T CHECK A SAND CHANNELS T LEAST WEEKLY INCLUDES BUT IS NOT LIMITED TO BROOMS DUSTPANS MOPS RAGS PROJECT NO.: ATL84XNC.EN01
AND AFTER EACH SI NIFICANT° 1 2 INCH OR GREATER RAINFALL EVENT GLOVES GOGGLES CAT LITTER SAND SAWDUST AND PROPERTaf LABELED
AND REPAIR IMMEDIATELY CL A OUT SEDIMENT STRAW LIMBS, OR PLASTIC AND MEYAL WASTE CdNTAINERS FILE NAME: AR-ES-02
N 6.62 , , 6.63 OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
Sediment Fence Check Dam 3 3 SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER
i 115 SKIMMER SEDIMENT BgqggINN INgPECT 7$MPORAggY SEDIMENT BASINS AT DESIGNED BY- A. HACEN
LEAST WEEKLY AND AF7E�2 EACH SIGNIFICANT(1/2 INCH OR GREATER) A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS
0 6 63 6.84 RAINFALL EVENT AND REPAIR IMMEDIATELY REEMOVE SEDIMENT AND }4 ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY ALL DRAWN BY R. KUNZ
- Rock Dem DC Dust Control RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES SPILLS MLU BE REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL
TO ONE-HALF THE DESIGN DEPTH OR ONE-HALF THE HEIGHT OF THE
FIRST BAFFLE WHICHEVER IS LESS. PULL THE SKIMMER TO ONE SIDE SO CHECKED BY: J. HUGHEY
8.64 6.85 THAT THE SEDREGULATIONS.
IMENT UNDERNEATH IT CAN BE EXCAVATED EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN 3.5 FOR SPILLS THAT IMPACT SURFACE WATER LEAF A SHEEN ON SURFACE
,
Skimmer SedWATER) THE NATIONAL RESPONSE CENTER WILL BE CONTACTED SHEET TITLEiment Basin Sand Fence(Wind Fence) THE FIRST CELL MAKE SURE VEGENOT JUST AROUND THE SKIMMER OR fNEA TATION GROWING IN THE BOTTOM OF WITHIN 24 HOURS AT 1-800-424-8802.
THE BASIN DOES NOT HOLD DOWN THE SKIMMER PLACE REMOVED
®
6.65 6.86 SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND 3.6 FOR SPILLS E AN UNKNOWN AMOUNT, THE NATIONAL1-80 ML
RESPONSE CENTER C
Porous Baffles Fklcculants INSPECT THE SPILLWAYS
FOR PIPING AND SETTLEMENT. MAKE ALL (NRC) WILL BE CONTACTED WITHIN 24 HOURS A 1-800-424-8802
NECESSARY REPAIRS IMMEDIATELY REMOVE ALL TRASH AND OTHER 3 7 FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER EROSION AND
DEBRIS FROM THE RISER AND POOL AREA IMPACTS, THE GEORGIA EPO WILL BE CONTACTED WITHIN 24 HOURS
6.87 1 16.SKIMMER MAINTAIN SKIMMER PER MANUFACTURER RECOMMENDATIONS 3.8 FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS,
Check Dam with Weir IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL R SEDIMENT CONTROL
P BASIN USE THE ROPE ATTACHED TO THE SKIMMER TO DISLODGE THE CONTACTED AS REQUIRED
DEBRI$AND RESTORE FLOW ALSO CHECK THE ORIFICE INSIDE THE LEGEND AND NOTES
SKIMMER AND SKIMMER ARM OR BARREL PIPE TO SEE IF IT IS CLOGGED: 3 9 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHO
IF SO REMOVE THE DEBRIS PER MANUFACTURER RECOMMENDATIONS PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF PTROLEUM IS
0 1.17 POROUS BAFFLE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER STORED ONSITE lOTHIS INCLUDES CAPACITIES OF EQUIPMENT OR IF ANY
a EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY BE SURE ONE PIECE OF E UI,
HAS A CAPACITY GREATER THA 660
TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A GALLONS THE CONTRACTOR MALL NEED A SPILL PREVENTION
i BAFFLE COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY A LICENSED
IT PROMPTLY REMOVE $EDIMENT DEPOSITS WHEN IT REACHES HALF FULL, PROFESSIONAL
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO 4 SANITARY UNIT WILL BE ONSITE TO COLLECT ALL SANITARY WASTE DURING
A REDUCE PRESSURE ON THE BAFFLES TAKE CARE TO AVOID DAMAGING CONSTRUCTION ACTIVITY
THE BAFFLES DURING CLEANOUT AND REPLACE IF DAMAGED DURING
CLEANOUT OPERATIONS SEDIMCNT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGNED STORAGE DEPTH.
SCALE:
NONE
AR-ES-02
SHEET 2 OF 10

1 2 3 4 5 8 ARCADI S
EROSION AND SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST CERTIFICATION STATEMENTS infrastructure,Water Environmeht•Buibmgs
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
° THE FOLLOWING ITEMS SHALL BE INCORPORATED WITH RESPECT TO SPECIFIC SITE CONDITIONS,IN AN EROSION&SEDIMENTATION CONTROL PLAN. 1. 1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS'WERE PREPARED UNDER MY DIRECTION OR CERTIFICATE OF AUTHORIZATION NO. 7917
^ SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL`PROPERLY GATHER AND
NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000 ° EVALUATE THE INFORMATION SUBMITTED.BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM,OR
E THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION,THE-INFORMATION SUBMITTED IS;TO THE BEST OF MY
DESIGNATION ON THE PIANS WHERE THE 7 OR 14 DAY GROUND STABILIZATION REQUIREMENTS APPLY PER SECTION 118 2 OF THE PERMIT KNOWLEDGE AND BELIEF,TRUE,ACCURATE,AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING
DESIGN OF BASINS WITH ONE ACRE OR MORE OF DRAINAGE AREA FOR SURFACE WITHDRAWAL AS PER SECTION II B 4 OF THE PERMIT
— ° FALSE INFORMATION,INCLUDING THE POSSIBILITY,OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.° °
LOCATION INFORMATION ° STORMWATER CALCULATIONS
_ PROJECT LOCATION 8 LABELED VICINITY MAP(ROADS,STREETS,LANDMARKS) PRE-CONSTRUCTION RUNOFF CALCULATIONS FOR EACH OUTLET FROM THE
_ NORTH ARROW AND SCALE SITE(AT,PEAK DISCHARGE,POINTS) BE SURE TO PROVIDE ALL SUPPORTING NAME JOSEPH D.HUGHEY,PE DATE
_ IDENTIFY RIVER BASIN DATA FOR THE COMPUTATION METHODS USED(RAINFALL DATA FOR REQUIRED NORTH CAROLINA REGISTRATION NO:036472
_ PROVIDE A COW OF SITE LOCATED ON APPLICABLE USGS QUADRANGLE AND STORM'EVENTS,TIME OF CONCENTRATION/STORM DURATION,AND RUNOFF ^
NRCS SOILS MAPS IF IT IS IN A RIVER BASIN WITH RIPARIAN BUFFER COEFFICIENTS) °
REQUIREMENTS DESIGN CALCULATIONS FOR PEAK DISCHARGES OF RUNOFF(INCLUDING THE
CONSTRUCTION PHASE 8 THE FINAL RUNOFF COEFFICIENTS FOR THE'STTE)
GENERAL SITE FEATURES(PLAN ELEMENTS) DESIGN CALCS'FOR CULVERTS AND STORM SEWERS(INCLUDE HW;TW AND
OUTLET VELOCITIES)
PROPERTY LINES&OWNERSHIP ID FOR ADJOINING PROPERTIES DISCHARGE AND VELOCITY CALCULATIONS FOR OPEN CHANNEL AND DITCH
EXISTING CONTOURS(TOPOGRAPHIC LINES) FLOWS(EASEMENT 8 RIGHTS-OF-WAV)
_ PROPOSED CONTOURS DESIGN CALCS FOR CROSS SECTIONS AND METHOD OF STABILIZATION FOR
_ LIMITS OF DISTURBED,AREA(PROVIDE ACREAGE TOTAL,DELINEATE LIMITS, EXISTING AND PLANNED CHANNELS(INCLUDE TEMPORARY LININGS) INCLUDE
AND LABEL)BE SURE TO INCLUDE ALL ACCESS TO MEASURES,LOTS THAT WILL APPROPRIATE PERMISSIBLE VELOCITY AND/OR SHEAR STRESS DATA
BE DISTURBED,AND UTILITIES THAT MAY EXTEND OFFSITE DESIGN CALCS AND CONSTRUCTION DETAILS FOR ENERGY DISSIPATERS SEALS
_ PLANNED AND EXISTING BUILDING LOCATIONS AND ELEVATIONS BELOW CULVERT AND STORM SEWER OUTLETS(INCLUDE STONEIMATERIAL
_ PLANNED 8 EXISTING ROAD LOCATIONS 3 ELEVATIONS, INCLUDING SPECS d APRON DIMENSIONS)AVOID DISCHARGES ON FILL SLOPES
TEMPORARY ACCESS ROADS DESIGN CALCS AND DIMENSION OF SEDIMENT BASINS (NOTE CURRENT
D LOT AND/OR BUILDING NUMBERS SURFACE AREA AND DEWATERING STANDARDS AS WELL AS DIVERSION OF
_ „HYDROGEOLOGIC FEATURES* ROCK OUTCROPS,SEEPS,SPRINGS,WETLAND RUNOFF TO THE BASINS) BE SURE THAT ALL SURFACE DRAINS,INCLUDING
AND THEIR LIMITS, STREAMS, LAKES, PONDS, DAMS, ETC (INCLUDE ALL DITCHES AND BERMS,WILL HAVE POSITIVE DRAINAGE TO THE BASINS
REQUIRED LOCAL OR STATE BUFFER ZONES AND ANY DWO RIPARIAN BUFFER
DETERMINATIONS) VEGETATIVE STABILIZATION3. °
EASEMENTS AND DRAINAGEWAYS, PARTICULARLY REQUIRED FOR OFFSITE
AFFECTED AREAS INCLUDE COPIES OF ANY RECORDED EASEMENTS AND/OR AREA 6 ACREAGE TO BE STABILIZED WITH VEGETATION
AGREEMENTS WITH ADJOINING PROPERTY OWNERS METHOD OF SOIL PREPARATION
PROFILES OF STREETS,UTILITIES,DITCH LINES,ETC SEED TYPE 8 RATES(TEMPORARY 6 PERMANENT)
STOCKPILED TOPSOIL OR SUBSOIL LOCATIONS FERTILIZER TYPE AND RATES
IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY 8 ANY MULCH TYPE AND RATES(INCLUDE MULCH ANCHORING METHODS TO BE USED)
RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE
ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS NOTE' PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER IN ACCORDANCE
THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF WITH NPOES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000 AND
1971,OR IS A LANDFILL REGULATED-BY THE DIVISION OF WASTE MANAGEMENT. PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING MARION, NC
IF THE LAND-DISTURBING ACTIVITY AND ANY'RELATED BORROW OR WASTE DAYS,OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)"FOLLOWING
ACTIVITY ARE NOT CONDUCTED BY THE PERSON; THEY SHALL BE COMPLETION OF CONSTRUCTION OR DEVELOPMENT Bc7Xte/"
CONSIDERED SEPARATE LAND-DISTURBING
ACTIVITIES AND MUST BE
PERMITTED EITHER THROUGH THE SEDIMENTATION P.OLLUTIOW CONTROL ACT FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
o AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT
s LOCATION'AND DETAILS ASSOCIATED WITH ANY ONSITE STONE CRUSHING OR •COMPLETED,SIGNED 8 NOTARIZED FR/O FORM
OTHER PROCESSING OF MATERIAL EXCAVATED. IF THE AFFECTED AREA ACCURATE APPLICATION FEE PAYABLE TO NCDENR ($65 00 PER ACRE NORTH COVE WWTP
ASSOCIATED WITH EXCAVATION,PROCESSING,STOCKPILES AND TRANSPORT ROUNDED UP THE NEXT ACRE WITH NO CEILING AMOUNT)
OF SUCH MATERIALS WILL COMPRISE 1 OR MORE ACRES,AND MATERIALS WILL CERTIFICATE OF ASSUMED NAME,IF THE OWNER IS A PARTNERSHIP
BE LEAVING THE DEVELOPMENT TRACT,A MINING PERMIT WILL BE REQUIRED. NAME OF REGISTERED AGENT(IF APPLICABLE)
a C REQUIRED ARAN CORPS 404 PERMIT AND WATER QUALITY 401 CERTIFICATION COW OF THE MOST CURRENT DEED FOR THE SITE PLEASE MAKE SURE THE
(E G.STREAM DISTURBANCES OVER 150 LINEAR FEET) SHEETS, OWNERSHIP RECORDS INFORMATION
R S FORM.
ARE CONSISTENT BETWEEN THE PLAN1. ATLBAXNC.EN01
EROSION 8 SEDIMENT CONTROL MEASURES(ON PIAN) PROVIDE LATITUDE 8 LONGITUDE(IN DECIMAL DEGREES)AT THE PROJECT
E ENTRANCE.
_ LEGEND (PROVIDE APPROPRIATE SYMBOLS FOR ALL MEASURES AND
REFERENCE THEM TO THE CONSTRUCTION DETAILS) NOTE' FOR THE EXPRESS PERMITTING OPTION,INQUIRE AT THE LOCAL REGIONAL
LOCATION OF TEMPORARY MEASURES OFFICE FOR AVAILABILITY
LOCATION OF PERMANENT MEASURES
o CONSTRUCTION DRAWINGS AND DETAILS FOR NARRATIVE AND CONSTRUCTION SEQUENCE
TEMPORARY AND PERMANENT MEASURES.SHOW MEASURES TO SCALE ON
PLAN AND INCLUDE PROPOSED°CONTOURS WHERE NECESSARY ENSURE NARRATIVE DESCRIBING THE NATURE 8"PURPOSE OF THE CONSTRUCTION
DESIGN STORAGE REQUIREMENTS ARE MAINTAINED THROUGH ALL PHASES OF ACTIVITY 2 23 OCT 15 NCDENR COMMENTS JH
CONSTRUCTION. CONSTRUCTION SEQUENCE RELATED TO EROSION AND SEDIMENT CONTROL 1 2 OCT 15 CIVIL PACKAGE N0.1 AH
_ MAINTENANCE REQUIREMENTS FOR MEASURES (INCLUDING INSTALLATION OF CRITICAL MEASURES PRIOR TO THE INITIATION
_ CONTACT PERSON RESPONSIBLE FOR MAINTENANCE OF THE LAND-DISTURBWG ACTIVITY&REMOVAL OF MEASURES AFTER AREAS 0 118 SEP 15 NCDENR PERMIT JH
_ THEY SERVE ARE PERMANENTLY STABILIZED) ADDRESS ALL PHASES OF NO. I DATE I ISSUED FOR BY
SITE DRAINAGE FEATURES CONSTRUCTION AND NECESSARY PRACTICES ASSOCIATED WITH TEMPORARY
STREAM BYPASSES AND/OR CROSSINGS.
3 EXISTING AND PLANNED DRAINAGE PATTERNS(INCLUDE OFF-SITE AREAS THAT BID SPECIFICATIONS RELATED ONLY TO EROSION CONTROL COPYRIGHT: ARCADIS C&M OF
DRAIN THROUGH PROJECT AND ADDRESS TEMPORARY AND PERMANENT
CONVEYANCE OF STORMWATER OVER GRADED SLOPES) ` REV 12182012 2015 NORTH CAROLINA, INC
METHOD USED TO DETERMINE ACREAGE OF LAND BEING DISTURBED AND
DRAINAGE AREAS TO ALL PROPOSED MEASURES(E.G.DELINEATION MAP)
DATE, OCTOBER 2015
SIZE,PIPE MATERIALAND LOCATION OF CULVERTS AND SEWERS
5SOIL INFORMATION:TYPE,SPECIAL CHARACTERISTICS
B SOIL INFORMATION BELOW CULVERT STORM OUTLETS PROJECT NO.: ATLB�U(NC ENOL
N NAME'AND CLASSIFICATION OF RECEIVING WATER COURSE OR NAME OF
FILE NAME: AR-ES-03
MUNICIPAL OPERATOR (ONLY WHERE STORMWATER DISCHARGES ARE TO
OCCUR) ° DESIGNED BY: A HAGEN
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DRAWN BY. R. KUNZ
CHECKED BY: J HUGHEY
SHEET TITLE
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0 16 SEP 15 NCDENR PERMR JH
BTBZ NO DATE ISSUED FOR BY
COPYRIGHT: ARCADIS G&M OF
Ur 2015 NORTH CAROLINA, INC
DATE: OCTOBER 2015
PROJECT NO.: ATLBAXNC.EN01
FILE NAME: AR—ES-04
DESIGNED BY: A HAGEN
DRAWN BY: R. KU
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� CHECKED BY: J. HUGHEY
/ SHEET TITLE
CML
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EROSION AND
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SOIL
SOIL SERIES MAP
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PROJECT LIMITS
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Y' {�' •' •.�,.°Y ° ° e m ° CERfIFlCATE OF AUTHORIZATION NO 7917
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NO. 7917
100 YEAR FLOODWAY CERTIFICATE OF AUTHORIZATION
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•li ••/ e. w• .•r •�'/. •°t, °\ T•M•r, •ti°• 7 S• CERTIFICATEROFI AUTHORIZATION N0. 7917
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E ILII HARDWARE CLOTH AND GRAVEL INLET ° •• '••e o N ° f ,� J .+. °�a'a S• •• t s 7 '
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® ROCK DOUGHNUT INLET PROTECTION 4°4 1°�• ', �••, " ° •• ••• •,� +,.7 �P. • / 4 �p1 yA V ••
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ROCK PIPE INLET PROTECTION !Yb ° • • ° .. .•)°�°• ° "1�1• °may. �9• _.r� 4 .-f ��\<''.y9
9 ® TREE PRESERVATION 0r "go1• .. € � •l°& ;�\ \ �� ' �Tk•� ��/
OTEMPORARY SEEDING • • •'rt.) •�•.. *`•t+' °�y dr _ .i,� ,y _ .'6� •QQ 1' M gt �j ", ->?.`••4 a,AO\\ ..,•A }•�a� _ 1.�4
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—�TD— TEMPORARY DIVERSION 7•° .&.6• t°/ ,7,y,. 7�•$�• •• - , _ \ ,f . NC C •e° .
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©�® o) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OFA a.Yd ~~ � {••'�0 /'�„ �0/ ti� "�`I+1� 'r'° / r
SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR ° /'•�4a a• + ,. , O�� �, '"@'�,,° iei= °
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: ° ° r 4'".•.4" .•t° ,b"" M1,, r. / r °P• q5,�,,,
I. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES •f �y• ° a� • SSR ` t� sh'I e •P °74a n�°
AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL I ••/• �'ry �''" '�. ,yr°>r, �, R� s � •,� •tie .t��
(3: 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE �' `• ��+{' `* "I. D •ti I �{,°1 - Ips - e,e�
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST �• •��•- IJ �� •,�' r' . ' e3 '•"; �+' _ o °
LAND-DISTURBING ACTIVITY. ° t r F "' d•�,� '�,•, 0. �1� •� °%� °�1� \ // .q J\ 3 ° ��`° '••'S
I,. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED ••°� °s 1'•r m `�� i',� '°° ➢' �j =t°� jP f' „ \ � 'J °el'��'
r TEMPORARY OR PERMANENT STABILIZATION NTH GROUND COVER ,jb, •I : /�°•' n%� J.•
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. • ! •. I -��' •I�° ��• ,,J _i�'" •'i°-c• i `���"` •„ L \ °�P ^°
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b) IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE •f,,• ,�9•..�,ft. �,�d v- y ;�°4 '�,y t raj,/.��• "� „� , - • o° ° ,
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY.
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I. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING ° •� •• �`�' f } ,r "� >• °o i tom• �!• °��• , ° �° BaX���
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC . e°� a� rJ> '�- 'r. • r ) -, ' r °`
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE °�j: � � �`�;•- - .. °c1""I',. °r ,,.--� °T _ • ° . ��I. °4
ii. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE y',4•° ° �°t �'*' _ -_� -`����° �� p.-• r% _ •,v � r° NO��„� �.O� p
GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS °•j. ° °i i`e �• ° �` - �a:" �s ,a• A, %' :7���H I! 'd, `}' o p r•• �r ° e
_ FLATTER THAN 4: 1. SLOPES LESS THAN 50' SHALL APPLY �: •m'!t�[ig�°�, �/�a ° � JL�� - ` �� � �j�ll.J°lll% 7,d �° `� `� I 'b' °••°o�° °�° ��_°I°�
GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE °• �o�• - •h1Ep� ;;�^ -\ o—� y��`.'t� ° `��CLI/� d`�' ° i I `t I, j ®�o� • •;d` ®p ;�'/
STEEPER THAN 3: I THE 7 DAY-REQUIREMENT APPLIES. ° "®� %�� °� �c� V - - <e a°° J" �o7 ,t r - o - ��• °•��'g �I,
iii. ANY SLOPED AREA FLATTER THAN 4: I SHALL BE EXEMPT ° ' � o� ,b ®'�� -- ° r°°ap .f 'S /�•' °t ATLBAXNC.ENU�
FROM THE 7-DAY GROUND COVER REQUIREMENT. , a t 4'�• a*>�° •�. s:, '± o m I ° {8,j
E W. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE •°®° ° 'o k eq�7,C X v.-k •\`t° f ° F , ���°/ ° y °°°�°• °�'I°
7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE '� /` - A �'Sx ••`°� f °� °�\q •�°e r �_°• I°� �'a I,
- IS STEEPER THAN 2: I. ° •°°•, ,'° 1A / + e
a' P1 ° _•r ' �, USE EXISTING GRA Sq
v. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND ° 1°� s• ° �,• t i�31 -r ° '° �t ® o
COVER OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, ° •SITE" ° ° w qi ,, °r �" a •d QgNSTRUCTION;EN AN Ee° °••pY� aI
o MAY BE ALLOWED ON A CASE-BY-CASE BASIS. ° "D!1RANaE° ° /•jY 1'" •'�°• °• t •
- A FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL ° , ° °° ° ° ..�° a t, �•`w ' •�a �I• 1
COMMISSION-DEFINED *HIGH QUALITY WATER ZONE" (I SA NCAC SKIMMER SEDIMENT BASHN,••A• e° •°y ° `(S.'�111�'�. 'I' °( ° '' y°• ` / t0 C ;8• ° � ••'I/ I °'J r
s ° ^• - ••• 2 23 OCT 15 NCDENR COMMENTS JH
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE ° a - • X
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL " •°D•� BAFFLES \° •°•�•°.b e 1."•R•'\ pb�•^ ! ' 1 w• ,fir •Mph/- •,t•j ` °J�°°•,, .y •� •i / 1 2 OCT 15 CML PACKAGE NO.1 AH
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LASTe� ^1a dV` F°° np SKIM_ME ° + � ':• • / I: I 0 1B SEP 15 NCDENR PERMR JH
LAND DISTURBING ACT. •° °�' ° ..PP E T'BASIN °p W• °-.r°• �/ •.•r.,.
Aq`®S•gwr� 0° " °•'•. - y/t•• �� ••q�+ s, .°��(r •+w p.ra. /I I NO DATE ISSUED FOR BY
vii.PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ° ° .°e •° 4\ j ° ep a,° y _;B•° t' •• l• �r /,�//�� I
ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO • ' 'EMERGENCY SPILLWAY
- • `-'A\° -1��•� �" '� �� `t- •° •�° f �s%°_ �0,�1 s_'1•. • e•�L• + Ir�•%°• 'I'
N DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE ° °W°.•° °9 °°° °' 1 ,',' Q`'v BAFFLES •r ISTING', • o �" /I •r ,I
,•v" I 1h COPYRIGHT: ARCADIS G&M OF
o TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON °`^,�• '_ " ° °e `^``° °a c, i � •• - •CONTOURS;AT, • •� y - 2015 NORTH CAROUNA, INC.
THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING \ ,�yA � ` 'V } / �p/�o SEDIMENT BASIN, t / iI °, -•� f:.'3•;� uti
AUTHORITY .®• \�'�o fr U1c�%'- �° .•�P' �. Ip•.
• F ° h .7 ,�, �o 'ARE'APPROXIMATE r. .I •,
Fal ��°' °.. °•.• •°°'�a^`•°�` �.. °., - n ', �-':f$ _ 't. � v _.1, ` .v DATE: OCTOBER 2015
2. EXISTING TOPSOIL TO BE PRESERVED AND REUSED DURING FINAL 1 tet ° a•.. ��°° ° i '+•.•X •o� r'"J° .•• tr 'S"iI" q�
B STABILIZATION OF THE SITE FOR NON-IMPERVIOUS SURFACE COVER ° 'his �� 'S' .S -'I a•a °°° - ��f''�"l°• "'d' 1 e / t I t - aI • PROJECT NO.: ATLBAXNC EN01
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G SHEET 7 OF 10 AR—ES-07
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7LEGENDEND: NOTE., �^ �i���°r +. `a',. e•°
�° hIE°PROFE TY ' °• b ��.P r ®A ��M ���4L.-i8'F^ `�._,� •('.Y j L +*...��g�••.��$ �e ' h �N�' �' �: •r4� Inlrastructure Water Enhronment•Buildings
F DISTURBANCE LINE'SHOWN`ON THE•P SIS APPROXIMATE. y �E D Ib AN PRO TY{ OHMA' ONi)IS PRO DED ,. 4 a \. • LEGAL ENTITY.
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�_ PC INFORMATION'SYS M ^' /g 'iL •• •'+ eRUCTION ENTRANC&EXIT EY �• 4 ° •° ' •'+ ARCADIS G&M OF
GIS LRND' RDS•D /' N. • NORTH CAROLINA, INC.
NT FENCE 'l • ' ° w e °a " �=" 4' " �1 ' •a e • °° • ° ° a °. °I m e e CERTIFICATE OF AUTHORIZATION NO. 7917
.` a °°•°r ° •m ° °A'• �,° °ARE CLOTH AND GRAVEL INLET ,ETION . LL'IAMS RICf�'Y ,! CKY,WILLIAMVOCABLEaT ST °RR;•°•;•°„CHANNEL WITH TEMP LINER ° • / " r '
.pQ° �:° E^i . nSe ° •I, .}j• _ o o NOTES
OUTLET STABILIZATION STRUCTURE •° ,°' '0��� •.�° Y°ft•.. °°• •6� / �� �•• \O �� •.�O °r.• \.' •q•�ea° BLODG. FLOOROSLABS7®1477.2°
° .TOPSOILING e.•s' eip° .} ° ,ad g°ae. /:. °° .t�.'�.:�`,� &/`Z^ ./ , '°,(,Ih,, o�y•% •, t� •• 0 1
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ROCK DOUGHNUT INLET PROTECTION •��°°•, • •�°• ,e°�� ° ° ° °° ,° ° °'e•°ra °�. / _v O _ a� . �, ?%`' �•,'`��A�o ,• - ,y
sow ROCK PIPE INLET PROTECTION °o, ° .° ;/°� '�i�& 61•° .r>b °4 •�ow,� / a• �ti ;� ��: � � ``:" 1P. . .d�4°�� _ ,.,,
® TREE PRESERVATION ^� ° ,r"�r R•' ••• •� • •i! � o*F y S` �3'
• O TEMPORARY SEEDING �. ••• °e ° ° s°••/•,o "(f,•' d• ��• °.a - '6e J , ., + +� s�wai n: ,�°��\°"11,w p• �';
® PERMANENT SEEDING ,�. .!/° `. iL'� : ,�._'" 't ••• ? {.,J •.n, r' FTEM0IE'EXISfIR �- °
-�TD—� TEMPORARY DIVERSION or••°•Ql,g•° , ./ •�p I f•• oe _ ° �°w ° ¢� 3 - 1° • ye + .
CHECK DAM �•l° °/°°°° •',e °•°/�"P° }°a°°0 t °.�° �f'�° y N ,.P'•, • a tATo• / °
NOTES — eLL` °°�' • i +r :• ° •�!IP' �'' twl}: a, - •e• SEALS
DS0 TEMPORARY AND PERMANENT SEEDING �•� °7 I�, •• rm' i, f "' � p� 'e ` P• ••~
o) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OFA y °• �,t, jp� �y ,.; +�, ��'�' ` ' `^ "' j
SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR • ,$, e S ° ;.., „4i" ��Ya �' S' •,�° I 'I;'�.i "Iia
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: ••'Q' ®°°°�'� '� 0� ,;r ��� •� •�, /„ ° ,L o �� €
I. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES °•e• °° _ �xagtr,.' '„J” ` �� •,aye _ ale °a®�°°"O+° ° "iiia ;a
AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL i°�/ • ,° °�? '$- ly^y�, �t {rye 't+ 1 �yg'° ��,�'« °i' �1 •
(3: 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT ,�+f•Y ` .�'' �' I C' "'�(j� .° C ,AES IIII f j • ,•• 'a
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE °rf "`�Y"(((777�• ,'
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST 'A° a ti. ° aA .i•Ogt,A° ' e• 7o' '� �"'° • �e Y
LAND-DISTURBING ACTIVITY. �' a Js >' �' •. %c� ' �a 2;; J.A ° -,� .
ii. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED •,J� .�° �`% `�yF �5� • /Ct ---'°% >y` r °•'•B•
r TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER ,, 9,•. I ;I•' :� 'a•� �°^• ,°,,;,6 "'~- "' %�• , �y" , r ' \ e„e^
o AS SOON AS PRACTICABLE BUT IN ANY EVENT WTHIN 14 • , ./, I •�� ° ° ed 4 .-'w " �" y •1 • °.e°
CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ° °°r ! ° q �y, -1.(• m". Y`, !y:° +.I`< - �' s,�f'' ' ° \��~'i',1` t�'`. � + \°'� q•
a �,l.f"•,• e /; ,� °�1' o ° .i`;•" l '•® MARION, NC
b) IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE 3l' �,I •�• �• �Q'05, ty .A•':✓ LC•Jr a s,° r „� d,+�i C° 's ' •° -•`"'>`•A \ •.r+,
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FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY: ••'�•� �arraw, •'+ �el wA' t l ,�, + ,S �'•• } �.'r ® \ ° F\ 'i°; • '' r' 4•Y�+, •' C. , ;' Baxter
I. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING I' f / ,"
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC ° ;• au, }�Y�+BM 'b '� ��'- ___" ° 'd, ,�' ° •+� •`I
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. ,O:y't.a ',Id�OfYd•- } 'h.' ~•� �°�• °.re �i•, t` '°� `I: f•' ° I°,
N. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE •° � �. _ w f..r�! `4`••' r' ZV ' fie° •' �°
,•• , - }p" y _ t: °° of NOM COVE WWTP
GROUND COVER VATHIN 7 DAYS EXCEPT WHEN THE SLOPE IS '•°%mr` ° +°b o k �\\t . \� .� •�,I I I ` '`; ) ,s' °•' .r ° < /••
FLATTER THAN 4: 1. SLOPES LESS THAN 50' SHALL APPLY °,��, aUI� ° b p• '•' , ( I° •,
GROUND COVER WTHIN 14 DAYS EXCEPT WHEN SLOPES ARE ° a••{row" - �H�'0 -' {�- 1ti•"' m-�' o—� /� �%\O�o`« �.1 °,i r a. /jo .r S s°
C• STEEPER THAN 3: I THE 7 DAY-REQUIREMENT APPLIES. °. °.,:�•�a • -• \ e ' P• d° ° o t$• ° • o� 1�, ••;
Iii. ANY SLOPED AREA FLATTER THAN 4• I SHALL BE EXEMPT �•, •a $j \ ••\ s yl `i _"- r' 9\� A,• •� IVj. •,'Y ,ti't�j- •°{• Kyp '~ °��^��j� ATUMXNC.EN01
FROM THE 7-DAY GROUND COVER REQUIREMENT. ° ,y. '.i °';•' p p•,t` "�"
E iv. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE •o'• " o �� ^''�� a.^ 3 ` �„I o
7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE a ` J?�b Tp�i� !„�ij�'�i r;`� t �j ,Y: " o' �•• ',GI ��_ •e °•~ � ••�t 8
IS STEEPER THAN 2: L m® /; °•°°•, r\yo 1 r f°a=
N ° °\• •°N�•' e; S''!' (, /.'/, '�-'1' �;l�/�� •°° °°g°v a USE EXISTING GRA
v. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND •° _ a'°.�° .Aa,es, a,°°q�, .II •rig 4 '€•tj� /�v ° \/°/'/D, 1 - °° •• CONSTRUCTION,EN AN E I
COVER OTHER METHODS, SUCH AS CHEMICAL STABILIZATION.
a °gam°° " " o °° Aa° �' ° `�// •` ° ° ,,gyp° r '+ •%.,�, I ��.•
o MAY BE ALLOWED ON A CASE-BY-CASE BASIS. • ENTRANCE; °,y°° •� Q- ,d �,l • " >j¢•�,r r °I' f•°• .a
A FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL •• •°°°••,,,�'° • w`••• uE" I� I' :�" •r °••••gt° •• •� '•4
COMMISSION-DEFINED 'HIGH QUALITY WATER ZONE' (I SA NCAC SKIMMER•'SEDIMENT BASIN. ° d• �' �.• ','1.1'1 i�\ 't •r1':,..V. .°° '°�°•~�• ' /' ra• ••(O• e ° Z° '/ �°
• , Wa�� f, + _ y '' •o� .� I• I ° •:L^ 2 23 OCT 15 NCDENR COMMENTS JH
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE ••'• ° °-BAFFL`ES,"°•. .•\ 0 •• •�" ,`'di (, P 'I .'•xy •��•' t' /
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL •�• apy I'•B 'dig\�, y} -, 'k°' T '•j v� 4 - •• 4•'° •Ty 1 2 OCT 15 CML PACKAGE NO AH
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST •.'S• ° ,d +,�1�• ,Taa�V'" t,. - 45K1_MME (` '/I 'e - a '••°,� '_ / - I I 0 18 SEP 15 NCDENR PERMIT JH
LAND DISTURBING ACT. " '•L°O'' a°'fie '\' Y1� „ 1. E+T'�BASIN" f° ,et R r• �„� /� o° ,1 a•� ,o ,wai �ye�e aa°•,v �'�4v °/I ISSUED FOR BY
W.PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN A� °°d,o•,••° \e � • ��11� "O - .r •��"��f• - �•,°°
ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TOSPILLWAY.
\ ` �``` .B• `° ° 4 °
—EMERGENCY SPILLWAY- ° >•\�• 4 ,i I,i�P, "C, �V ti ����/0�3 -;- �@a �•/. * ° „I I�
N DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE "'"' •'°.• �•' `'s '�,,5 ``L BAFFLE$ '-•'.••^' °4. �.-K1 TING',.. ' e,.• o� /I •i�•',I, 'I' .+T. •� COPYRIGHT: ARCADIS GkM OF
TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON •• ° A �• •y `�`A �j," r CONTOURS AT,' •i
THE APPROVED E&SC PLAN OR ADDEDBY THE PERMITTING • _ ,° •` ` \ +P , •� - •`% �I r, f r d •• 'z 4•i ''s'' 2015 NORTH CAROLINA, INC.
per, •. o'� ,. �� �` , 4• SEDIMENT-,SIN,_
AUTHORITY. ••"'�� ° ��`:� ;5,�°e� �7 �,°: ` ; ' ' pi /�,.• •ARE'APFrROXIMAd � -
. •., • °e_ °e 5&, .^_ �. •`n •• •a'° a° ^+„r ,�..• P-6 •aa I` ar .., DATE: OCTOBER 2015
❑® 2. EXISTING TOPSOIL TO BE PRESERVED AND REUSED DURING FINAL °^ ° A,`1`..�,• _ •+ • `+li , '•��• �'
B STABILIZATION OF THE SITE FOR NON-IMPERVIOUS SURFACE COVER fy° ��'`ter. ° a m �;' '� ° °° ° `°• -_- / ° 3 .� EMERGENCY PROJECT NO.. ATLBN NC.EN01
G AREAS. °� ° 4a \, m �';��-1'y _ _�_"J;�r,1 �> SPILLWAY % °p °,>, °I°e I•., P �•b°
_ S.% ° °�•y ' \ e'rte..•^ '� - AFI• FILE NAME: AR-ES-07
L- ,\
Q-^Y °• — ° °, a alb c- '4 --¢'. .0I• I• • DESIGNED BY. A. HACEN
• ° •ya•�• �� y,° .S°• III `., •�\\ 'iv�.4.a' .Y '� '�`. .•e. 0}o'r�to ,.A.d '# p' •I' df I ;,^4 ,°°'�: T�. 1`,la DRAWN BY R. KUNZ
o I• / ISTA41NG,• •\ ° ' •� �y'%`�y', °�:' a .b:; I, 'rY, o 'r'- ,yr;'/, •rikk'�,�,k� - "ll°'�°}rte,} •a Iy I r •°• Mss*�- ,v-*' �'
s.AREA', °• f �J '�,• .°�• I T - ,�' - •'I s h,°1'�A, y / `. ..I .•{7 .• •I.Ne d, CHECKED BY: J. HUGHEY
.. .Fi•/ �dy "� + 'J � °'(° 'm - T, tx° , .k1\ •oi''� , 8 u � �. , �� � I��.. I•� .y`.l / 9, SHEET TITLE
d, ° ��•�'• _ •�, fid° ° ° a/ {(; t -I M ;�O° 'i - - - • aT „I �° °Q�/°> ;: ~ gm' °• I'�UD ,'/• CML
i �° ��. ° y 6•° ° °° ° •'� a� J. �. ` 6 '.f ''ii o ^�� ��° °,€F 4�a••° ;..�,'�, °tom 4” 7 �. • �:�`�r '. �
r, ^, �.. •:�` �'a . ;,�+''< , r l/ �'';,. �r�,�`�'�. � � EROSION AND
��j a , °t;11' I - ":I ,� * �1 ., :�— – •4 � >,• SEDIMENT CONTROL
I�e ��I ,• �• '�°�r•, �1�����1'".At�� .'L y -�'j ,. , • ,° PLAN
( . a ° ° ,,+I °�, �� a `� a�„ ,� %. T l •'
& bf � �• o �ht'T.J- •.v,• ;I .°tq o i / °ad •fie ''�..,FL� �� M1 ••� ��° ;' � °•
�', -r�1
e�s•'_- j \. •I t t .aa ,. 'ftp 'l• - 0 TF.4 L' LEGEND;
A �a'. :v°a �� `� •%.� I a E t( I" y d� �. e'r s�. 'I Jia 14615 �.y.•:� �ABANDON/DEMOLISH
� ��,o , ' 'a� :i�1INIi`• -;4j�'• . }.,.� � � � �,,,y. °�� I; ef�'�'!II•ad=�I°•���'e�f J_I � I`°6 �•I � I gat p
° �,.) e° °9, �•,. �, e� �:�I °� 01 �° ° ,� p.°°4a , �� i 100 YEAR FLOODWAY SCALE:
_ A �� °, •��. 'i ,d l .�C: °��°.°°. ��' 1' = 50'
y ..., '. �.• � r
a 'd ;o. '�: �',�� •� „ � � �f ';v�; a ' �' ><;��. �4`� ;�` o so' AR—ES-07
• t� - •,y` ♦ S -3 £rt _'� l�•, ��� ,�••I • i 1 _ �• • % ,w' .. �/'/�/ SHEET 7 OF 10
ro
�� •�89� •3. '° A ��, �'e �f i' I f �

1 2 1 3 1 4 1 5 8
•� ARCADI
BOTTOM OF FENCE AT END SHALL BE R',
` I AT OR ABOVE THE TOP OF THE'FENCE In/TSstructure Water fnwr°nmenT,Buildings
` T AT LOW PENDS F PREVENT FLOW / HARD SURFACE LEGAL ENTITY:
4 THEE PRORCTON MEA
AROUND ENDS OF FENCE. °
/ PUBLIC ROAD NORTH CAROLINA, INC.
WARNING SIGN DETAIL _ aOgp� CERTIFICATE OF AUTHORIZATION NO. 7917
.w,vtNowFc.Eo // ( d �, 3�
v� erre u.cNrFn ere! 6"MIN THICK LAYER � 4y
TREE PROTECTION AREA
�0
2-3•COARSE N
wA.«DloN _ DONOTENTIR �/ _ _ _ _ O/ AGGREGATE PLACED
6•MIN
UPON GEO-TEXTILE
Nr nalr FF�ce FAIFc ww UNDERUNER $O��
oFILTER FABRIC
GEOTEXTILE
anAoe - - etiuM�wo-� wN,En rarmo 8 FABRIC WITHSTANDARD TM
WIRE FENCE
uM 6'MAX.EXTRA STRENGTH
ti Ael.c * FABRIC WITHOUT WIRE FENCE -AGGREGATE.2-3•WASHED STONE°
MIN AAT FDoe aeoTemeF ATTACH FILTER 4MIN.
FRONT VIEW -PAD THICKNESS GREATER THAN OR EQUAL TO 6•
I •
FABRIC TO POSTS WIDTH. 12'MAXIMUM OR FULL WIDTH AT All POINTS OF THE
SIDE VIEW WITH PLASTIC OR VEHICULAR ENTRANCE AND EXIT AREA,WHICHEVER IS GREATER
WIRE TIES TOE OF LENGTH °50'MINIMUM WITH GEOTEXTILE UNER
FILL SLOPE ,LOCATION LOCATE CONSTRUCTION ENTRANCES AND EXITS TO
MAINTENANCE CLEAN OUT AT 50%CAPACTTY LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE
LIFE OF FENCING*6-9 MONTHS iFOR MAXIMUM
ICLES.AVOID
STEEP G RADES AND ENTRANCES CONSTRUCTION
T CURVES NINWPUBLIC ROADS
-IF NECESSARY,INCLUDE WASHING FOR WHEELS&TRACKS SEALS
NOTES = =III -MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOW OF MUD ONTO PUBLIC ROADS
,WANTING 91CAL91D BE MADE OF ULMABLE,WEATHERPROOF IMTERML
-ALL MATERIALS E REM VED M ROADWAYS OR STORM
2 lE1TER9 TO BE 3'HIGH MINIMUM,CLEARLY IEGIBIE MO SPICED A9 DETAILED
PLACE A SIGN AT FOC END OF LINEAR TREE PROTECTION AND W—CENTER THEREAFTER STEEL POSTS SHALL BE ROUND, DRAINS MUST BE REMOVED IMMEDIATELY
D
4 FOR TREE PROTECTION MEA!LEST THAI—IN PERIMETER,R VIOE NO LESS THAN OHE SIGN PER PROTECTION AREA OR U T.OR C SHAPED WITH °
_ !AT MA.TTEEE EWRELr rN FENCE PWn N1D FAB Uc MIN WIGHT 1.3L8/Fr.h TEMPORARY GRAVEL
!uANrAw rREE PROrEcnOI FENIE Tx+WCHour ouRAnoN CIF PROEcr SINGLE ROW PROJECTIONS FOR FASTENING
T ADDITIONAL SIGNS MAY BE REWIRED BY CITY OF RALEIGH INSPECTIONS DEPMTMEM BASED ON ACTUAL FTM 001101— SECTION THE WIRE TO THE FENCE
!FlDN9,ULLNOTwNPA11TOBET FINED.MLE CONSTRUCTION ENTRANCE/EXIT
I ENOOF LILT FENCE NEEDS TO BE RIWIED UPHLL MAINTENANCE
To MEN c srAre DENR PRAcncE SrMDAwSasPECIFIunaNl NxDMENr FENCE SEr FOR COOITIONB WIERE PRAcnCE APPLIES, SEDIMENT SHAH BE REMOVED ONCE R HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT
PLANNING CONSIDEM 3AD IGN CRITERIA(HOWEVER FLAY SHALL HOT RUN PA U.WITH THE TOE OP THE FENCE) OF THE BARRIER,FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH
AN EXTENT THAT THE EFFECTIVENESS OF THE FABRIC IS REDUCED(APPROXIMATELY SIX MONTHS).
TEMPORARY TREE PROTECTION FENCE TEMPORARY SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN
PERMANENTLY STABILIZED ALL SEDIMENT ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND
a PROPERLY DISPOSED OF BEFORE THE BARRIER IS REMOVED
8" COMPACTED GRAVEL MARION, INC
SEDIMENT FENCE (SILT FENCE) 2% SLOPE Baxter
JpFt\ES , ° S
TIE IN TIE IN GEOTEXTILE COMPACT SUBGRADE TO
TO GRADE DIM "A" DIM "B" DIM "C" TO GRADE OVERFLOW SPILLWAY DIMENSION AND ELEVATION CHART NORTH COVE WWTP
95% STD PROCTOR
D_(FT­
•A• -IF
IM 9• —(FT-)- 'R OIMELEV•E'
DITCH (FTI (FT) (FT) (FT) (FT) SLOPE III/H) SLOPE'({'N H)
EORAPLAN TEMPORARY ACCESS ROAD DETAIL
DITCH NOI VARIES J VARIER +(MIN) 12 TZ ATLBAXNC.EN01
E F, DIM
E_ "O"
ELEV"E" OVERFLOW SPILLWAY FLOW AND VELOCITY CHART
GEOTEXTILE 2-YR(CONSTRUCTION) Io-YRSTORMEVENT TIE IN TIE IN TO GRADE TO GRADE RIDGE WIDTH = 2' MIN.
SFLOW VELOCITY FLOW VELOCITY
SLLOPEOPE = HORIZONTAL ' VERTICAL OTC.H (CFS) IFPS> (CFS) (FPS)
2 23 OCT 15 NCDENR COMMENTS JH
TYPICAL SECTION FOR GRASS LINED DITCH DITCH No+ AIJ 233 TAI 264 SYOpE DI�"C" I p3.1 RIDGE HEIGHT 1 2 OCT 15 CML PACKAGE NO I AH
CROSS SECTION VIEW AS REQUIRED 0 18 SEP 15 NCDENR FOR JH
t,3:1 AS
DEPTH = DIM "B"'" i� NO. DATE ISSUED FOR BY
La+aTLIwru CHANNEL
o ERar CHANNEL 2•TO
T
EXCAVATE CHANNEL TO
A Low BULKING DURING DESIGN GRADE ANO ANCHOR 7RENCN
3 yy SEEDBED PREOF
PAgTIOeN CROSS-SECTION GE01EXTILE DEPTH OF FLOW= DIMCOPNORTH CAROLINA INC.
¢
2015RIGHT: NORTHARCADI
RO A.
16FE SM BELUwI
DATE: OCTOBER 2015
DIVERSION SUMMARY CHART
B s y �-r"r ' •Ir,.` \\ :23Pr -•a+!"e'L•,•IEInw ALL CHANNEL PROJECT NO.: ATLBAXNC.EN01
y DESON DEPTH ,r
DITCH ON•A•(FT) DIM H(FT) DMT)FTI SLOPE SLOPE- SLIN V)
(FTIFT) ML'1 IN V) FILE NAME: AR-ES-08
DI- DBT +s - J Do+ + DESIGNED BY: A. Ii4CEN
w Y.w ��� ////lIllllllll aR Fn�eroNE
-.-MIN M3as+ +s 2 DDos 21 21
w e
S 2 GODS 2.111
Ose +s ooT 2+ DRAWN BY: R. KUNZ
6. ". ---- INTERMITTENT CHECK SLOT / NOTE.
B• �i / I I \ \ \\\\ OAAVELARPAAPFlL1FR IeNM IWNDETNua ((Q CHECKED BY: J. HUGHEY
INITIAL CHANNEL ANCHOR TRENCH -\ / (25'INTERVALS) DFl1 r I A+OTEtrEESIL.F PPE I,NED
w rHAr DrwNSAaa:awLFst IF-TED
I. ALL TREES,BRUSH,STUMPS,OBSTRUCTIONS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS SHEET TITLE
" \ / PERSPECTIVE VIEW THE0E,DN__aFDNSmIMOrr IRAs.
< / rHE OEvcNNFTERUFON SEOAIENT TRAP NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE DIVERSION.
PREPARE SOIL AND APPLY NOar.NP -SIT BE lAnSND) CML
SEED BEFORE INSTALLING / SHINGLE-LAP SPLICE°ENDS 2. THE DIVERSION SHALL BE FREE OF IRREGULARITIES THAT WOULD IMPEDE NORMAL FLOW.GRADE EXISTING GROUND AS REQUIRED TO
BLANKETS,MATS,OR OTHER / BEBEGINNEM ROLL IN AN ACHIEVE DITCH DIMENSIONS.SLOPE.AND ALIGNMENT AS SHOWN ON DETAIL AND PUNS.
CHANNEL UNCR SYSTEMS, _
IN INBEGIN
CHECK SLOT EROSION AND
___ ti TPE INVERT PERPIAN MA%DIAPPE t93e'
t10w-V/ � T B" AREA4 rossDlsrLIaED sEDlulxrsTDRADE wv RAP HE,wvAu 3. ENSURE THAT'THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
_ -
LONGITUDINAL ANCHOR TRENCH (CUT,FlLL,ETC, SEDIMENT CONTROL
i \ �� =1' 4. PROVIDE SUFFICIENT ROOM AROUND ONERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
�� \ I NA URAL DETAILS (1 OF 3)
_ Y p \ z �LRra 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,UNLESS R WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
R MMI FLOW
1. VELOCITIES EXCEEDING 2 FT/SEC REQUIRE TEMPORARY +Y I- -11116 6. ALL FILLS SHALL BE MACHINE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE IN THE
FILTER
_ -1111LysyPgAP FILTER FANRIC
BLANKETS.MATS,OR SIMILAR LINERS ro PROTECT SEED AM SOIL -TIL' COMPLETED DIVERSION.
- UNTIL•VEGETATICI BECOMES ESTABLISHED. OtMFJ610RL4 ARE MAK SEOILENT DE>'TTNICEAN OI/r POINT) ,
,p•y y, - STAPLES.Il GUA(X B"LONG.1• 2.CRASS-LINED CHANNELS KITH DESIGN VELOCDES EXCEEDING B MMIMIM ACCEPTABLE BOTTOAwLDTH TSFTMIN 7 ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT R WILL NOT INTERFERE
I- A WIDTH LIN. FT/SEC SHOULD INCLUDE TURF-REINFORCEMENT MATS UIaE3l OTTERIWSE gOR�Wtiq,®STOW 12•MIN THICKNESS WITH THE FUNCTIONING OF THE DIVERSION
'I-B• STAPLE AS PER MANUFACTURER 3,STACKING OR STAPLING LAYOUT PER MANUFACTURER NOTED
TERMINAL TRENCH SPECIFICATIONS(TYPICALLY 3-5' SPECIFICATIONS
• INTERVALS) 8. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK ANS AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
SECTION THRU BASIN,FILTER AND CULVERT PIPE AND REPAIR THE DIVERSION RIDGE
STABILIZATION FOR GRASS LINED DITCH NO SCALE SCALE:
9. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED.REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL NOT TO SCALE
GROUND LEVEL AND APPROPRIATELY STABILIZE R.
GRASS LINED DITCH DETAIL ROCK PIPE INLET PROTECTION TEMPORARY DIVERSION AR-ES-08
SHEET 8 OF 10

1 2 3 4 5 6 V✓,�V))]]((
-RING cGNCRErEeLaSECTION VIEW ��UVW Rp
S CONSTRUCTION Permanent Seedin
SPECIFICATIONS KfS
- ° �---- Zonas 1 Flood lain 4' (MAX.)� In/rastructwe-water En'vlronment-Quildrf
1 LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE Speciale Name° Rata Iblac Common Nama LEGAL ENTITY.
• o . "D oO NP STANDARD LEND PASTS ARCADIS C&M OF
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL e e o ; O Mdra n erarll6,� °7.0 BIB blUeatem
DRAINAGE THE ES BELOW
SHOULD BEHESTORM
EXCAVATED ' o $orghosbum nutans U Imdisngresa (M2'-0'W LENGTH
GRAIN T2INCHES BELOW THE CREST OF,THE STORM e ^ ❑ ❑- + -" o NORTH CAROLINA, INC.
•
AT GRAIN PLACE THE BOTTOM ROW OF BLACKS AGAIILST e . ❑ 0 o�'yp Schixachyrlum scopanum - 70 late Iiuestem / ' - ° GALVANIZED HARDWARE WIRE ,CERTIFICATE OF AUTHORIZATION N0. 7917
THE EDGE OF THE STORM ORNN FOR LATERAL SUPPORT 8` OO 000 00 OD J Ls�p� PanlCUm vlrgatum 30 Switch grace HARDWARE WRE ,-„EXTENDS TO THE TOP OF BOX
E AND TO"DID WASHOUTS WHEN OVERFLOW OCCURS ��-0.e 0-p ° we aYL
^ll (iv GWGE,ri'MESA OPENINGS I
IF NEEDED,GIVE LATERAL SUPPORT TO SUBSEQUENT 0�O J3 ��9" •°g°O RUdbetkb htrta 0.5 Blacks ed 9ueen jl -
ROMs BY PLACING 2 X 4 WOOD STUDS THROUGH o °�561r° pA s• $�^ Echin icas purpurea 0,5 Purpb cone Rower
gQpQ �" MW WASHED STONE
BLOCK
OPENINGS -�•Cp.{ Ati �� �° Dep' -� Call is veniallate 0 5 Three gee -L
1 CAREFULLY FIT WVLOWARE OATH OR COAPARABLEQoe' Gar
VIRE MESH VATN IlNNCH OPEWNGS OVER ALL �r �f I +� �-
MOMOPENINGSTOHOLDGRAVELINRACE QD
J. �U>� Q d Asclepias tuberNroa 05 ,Burrow Weed l -g'
° -o A°k�;» da8s.8 8 a...s9ae a- Hellonthus angustifolWe 115 Nartowrbeved A
3 USE CLEAN GRAVEL.3M-TO IQ-0NCR IN �- -� ° ° wnfiewer :. •. �9 ° °
4S .$
OF T ETER,RACED 2 INCHES BELOW THE TOP °&dent arrtosa 0 5 T
OF THE BLOCK ON A 2 1 SLOPE OR FLATTER ARD I am;e4rl nr d ?I 7 B . p` _
z+9LGPE,LvhAv¢BFINLh Coreopsb lanceolate 0 5 Lana-issued .z soar w - }q�3 r 21 1
SMOOTH IT TO AN EVEN GRADE DDT rel WASHED - Oeq.. Q° ° "'!y 8. L'
STONE 19 RECOMMENDED " Ceres cis INLET SOLID CR«IMO ` °dG O^�-"
NOT TO BE USED FOR SEDIMENT STORAGE O�J>p •°9 L .g p OA��Q{�uOo° --__-i
'E
wia�" PERMANENT SEEDING INLETOPEMNG
� SEDIMENT
POOL OEWATER11q �"'o. »e• owe'Q;T�Ur B:G•F"ee gyyV,2Y7jpg�
- L-The distance such that points
1• r---
IT A end B are DI equal elOVetron �,-� nWABHEDsTONE RACED AGMNST HARDWARE
,,MN
MIN _ ❑ -#RE To
HEIGHT OF IV MIN ABOVE TOP OF BOX
MAX
A 8
L �-► eeeNeoerw caosw.r seoeeKr SEALS
_ '.kti_. Gah1rKOLRMrA4Ne4ixAh MIMML
SEDIMENT 1'! `1l'en' „r:- DRAINAGE AREA-IACRE IMAXIMUM} rLrNNrq CeMle°NlONAOBIeNCMFAw
VIII,.. _ ror+oarortuNaw,aae rRACTre rwtei
D
gmlA 15rvA HARDWARE CLOTH AND
BLOCK AND GRAVEL A -------------�- GRAVEL INLET. PROTECTIO°N°
DROP INLET PROTECTION - - ---
Table e.10a Seeding mixture
TemporaPIPE OUTLET TO ` ° Reeommendaations for Late an Ran 120'
r PIPE OUTLET TO FLAT - FNw•Cloth
AREA- WELL-DEFINED CHANNEL NnrLter and Early Spring Annual lll'nes)pilos a(Kobe In 120
NO WELL-DEFINED Plan View Pledmord and Coastal Plain.
CHANNEL Korean In Mountains) 50
,� o Iz"of NCDCIT AS or U57 MARION, NC
A ° A B h B rerhrd Omit annual bspe"when duration of wripermy rover b not to
a Seedsexteng dam June. Baxter
° nm,a Rhpr� �° r� ae.dkhg dates
do !I W2 d ' 1 zc erer bw26001eet:Feb.1feet Feb. 5Moy1t- NOf2111 COVE WWTP
° `� ltd ial P* n.1-May
FiN.r\twin ey a� Coostal PfakL-Dec 1.Apr 1s
a C PLAN PLAN 11 _ Sall amendments -
Folow IecoAlmandatlCns of eel tests or apply 2.000 lblacre ground
4'ts 6 agricultural limestone and 7501bteae 10-10-10 fertilizer. ATLMXNC.ENO 1
E r- LD I
Cross-Section View AMpu�1y4,0001blacrestraw.Anchor straw bytndlirpwllh asphel,noting,
Lo 0 uOr a sed ich anchoring
n h anchoring cod wall blades sin nearly straight call be
CHECK DAM
cp _ - ° Refertllue if growth u nol lu yadequate.Reseed,-Im b urs and mulch
T -
Mulching MaOerlab and Application Rates immediately fdkrwbg eroson«other damage.
1 Matarlal Rats Per Acre Quality Notes
Organic Mulch" - a 2 23 OCT 15 NCDENR COMMENTS JH
SECTION A-A GEOTEXTILE Table&10b Seeding mixture
SECTION B-B Straw 1-2 tons Ory.unchopped. Should come from wheat 1 2 OCT 15 CML PACKAGE NOA AH
GEOTEXTILE Temporary Seeding Species Raw pbleere) °
NOTES:
unweathered;avoid bbeerebdleedd hdoWnn«machine,must
Recommendations,for CNNrthaln most 40 0 18 SEP 15 NCDENR PERMIT JH
1. LQ IS THE LENGTH OF THE RIPRAP APRON Woodchips 50-tons Ar dry Treat with 121bs rotrogendI Apply Bummer NO DATE ISSUED FOR BY
with ml dower,chip handier,« In tie Pbdnhord and Moureains,a suras-sterhXrhed Sudangrasa may be
N by hand Not for use in fine turf. substituted at a rate of 501Ofacre.
31 2. D = 15 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6". WODd fiber 0.5.1 torts Also rebind to as wood cellulose ung dates 2015 NORTH CAROLINA, INC
COPYRIGHT: ARCADIS G&M OF
May be hydroseeded Do not use In Mouhtalm-M-ay 15-Aug.15
N A WELL-DEFINED CHANNEL EXTEND THE APRON hot,dry weather. Foalnt-May 1-Aug 15
3 IN
THE CHANNEL BANKSIE AN ELEVATION OF 6" Berk 35 cubic yards Air dry,shredded Or Apply with Mich blower.chip Follow
Coastal PBa Apr-15-Aug.15
i ABOVE THE MAXIMUM TALWATER DEPTH OR TO aed•or cope handler,or by hand.Do not use, Foil aDATE: OCTOBER 2015
hammer-mi
B THE BANK, WHICHEVER LESS. asphalt tack. rroed��
Cerrh stalks 4-6 tons Cut or shredded m 4.6 Apply with mulch blower or by hand. Followrsuam rtams of sal accts 0-apply 2,000 Idaae ground PROJECT NO.. ATLBA7CNC.EN01
N In,lengths Not for use in fine turf. FILE NAME: AR-ES-09
agricilbuel nmeationatons end 7501WNHae to-lo-1 o rerekzer.
4 GEOTEXTILE SHOULD BE INSTALLED BETWEEN Sericea 1.3 tons Green«dry:should Mulch OOOldaas straw. rJnoraraw'stcWn wthaspt asphalt.netting, DESIGNED BY: A HAGEN
i THE RIPRAP AND SOIL FOUNDATION, leapedeza contain,nature seed Appy by 9
i
seed-bits rig Ora mulch anchoring tool A disk with blades set ready straight can be
STORM ,,DRAIN OUTLET STABILIZATION soma used s0-amulrJ anchoringcoal. DRAWN BY. R. KUNZ
Nets
and Mw' Magnensnce CHECKED BY: J. HUGHEY
° Jute net Cover area Heavy.unfomn;woven Withstands waterflow.Best when Referslize 8 growth is not Idly adequate.Reseed,refertlFas and mulch
ISPRAP APRON SUMh1ARY CI111RTof single just ysm. used with organic mulch. Imtmedlalety following erosion or other damage. SHEETTTTLE
]SYR Fiberglass net Cover area WdhstuMs waterlbw Bast when • - - ° - CML
PIPE 10-YRFLOW VELOOTY ° "
DIAMETEN/ 10IFYR (During (Derlry� WRAP SIM APRON WIDTH OF WIDTNOF IN sed With organic meld A. Table&1M Seeding mixture °
WEIRWIDTH IeFYRFIOW VELOCITY Construction)Construction) ITAIt/u5q STONE DEPTH LENGTH APRON APRON Excelsior Cover area Withstands waterflow Temporary Seeding 8peolse Rw(Mean)
(Wood fiber) Recommendationsfor Fall Fire(gran) 120 EROSION AND
o IDADWALL IM° Do - cfs ds (fps] -° e ° D W - mgt'
EXTENDM EKTENDTO Fiber(/essloving 0.5-1 tons Continuous fibers of Appywithacompressedair ejeclor. Seeding dl SEDIMENT CONTROL
m A-2 60' °197 71 1439" NA NA 0.5/0.5' LT 2T TOB - TOO drawn{pass bound Tack with emulsifled asphalt at a Mountains---ALg.15-Dec.15 �+
% B-1 30' NA° NA. 5.36 5.64 0.7 0.5' 1.5 16 N-33'
°IB-5' ° together with a n«Hoxk rate of 25.35 gaVl,000 0-q fl. Coastal plan and Pwdtront-Aug.15-Dec.30 DETAILS (2 OF 3)
o , • EXTENDTO agent
i; iments
C-1 24' NA NA 475 5.48 OLV 0.5' 1.5' 13' EL 146 Chemical Shbllimrs' Soil ermen estso
Follow coli tests or appy 2,000 Idaae ground agricultural Limestone
D-1 24' NA NA 9.97 6.59 04'/0.5' 1.5' ]3' 15' Aquatan follow Not beneficial lo plant growth and l,OW iblsae 10-1610 fertilizer.
E-1 ° ° 17 °NA° NA 0.77 3.73 0.2'/05' 15' 6 T Aerosprey manufacturar's °
_-` A Fl 12' NA NA L77 486 0.70.5' L5' 6' r Curasol AK Specifications M�.uwlc.h
G1 IY NA ° NA' - M54 4.14 0.7/0.5' ° 1.5' 6 T aPatrol kB Orli mulch anchodrg tool Adisk witl000 VaCtilistraw.Anchor hbblades stet nearlwithy st�ieiight can613, nbbe
1-1 I'° NA NA 251 3.89 0.7/0.5' 1.5' 6 7.5' Crust 500 used a,a mulch erdorkhg tool'
13,500 1197 Gengou 743
L-1 (N.FORK (N.FORK M-145 ��snu
(W WTP CATAWBA CATAWBA Repairgrid releNlueas e damaged arunmediatdy,Topdaaa with 50 SCALE:
'Rehr b PracticePractice No.8 30,Grass Lund CAarmds
Iblacris of mtrogen in March.'If it is Iwcesaary to exbrnt temporary NOT TO SCALE
OUTFALL) 14' RIVER) IVER 248 NA 05'LO 2.0 6 35' 9 S' ° rover bay«M June 15,ovarseed with 50 Iblaae Kobe(Piedmont and
POND'A' 'Use of Dade mines does not ropy endorsement O product Coastal Plain)or Korean(MGuntams)lespedeza in late February or
OUTLET 24• NA NA 1A81 S02 0.100-T 15' 13' 6 15' - ° early March °
AR-ES-09
u POND'B' MULCH TEMPORARY ' SEEDING ° SHEET 9 OF 10
7 0.
0URFT 18' NA NA 1051 3'/0.5' 1-71. 1 10 0.5' 115

1 2 3 1 4 15 8
ARCAMs
WATER ENTRY UNIT lnfrastrvcture-Water.Environment•865dings
WITH TRASH SCREEN LEGAL ENTITY:
1. INSPECT SYSTEM REGULARLY TO ENSURE IT IS ARCADIS G&M OF
RISER STRUCTURE FUNCTIONING IN A CORRECT MANNER. NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
SKIMMER(SIZE VAR.) 2. REFER TO THE FLOW SHEET, CUT SHEET, AND
STEEL POSTS(QUANTITY VAR.) INSTRUCTIONS PROVIDED BY THE MANUFACTURER FOR
E DETAILED DIMENSIONS AND MATERIAL SPECIFICATIONS
/EMBANKMENT FOR EACH SKIMMER SIZE
PLASTIC SLOPE DRAIN PIPE / STONE ENERGY ORIFICE HORIZONTAL NTUBE WITH A ING INSIDE E '
(PRACTICE STANDARD 6.32) IIIFFF DISSIPATOR CONSTANT HYDRAULIC HEAD
OR ,mwn..,w�"im �iwlm maem
GEOTEXTILELINING
Tqd6"e
7ROPEMAXIMUM
��_ SCHEDULE 40 PVC PIPE
t• (BARREL OR ARM) EARTHEN EMBANKMENT
EMERGENCY SPILLWAY TRASH RACK
PERMANENT DITCH ms � J11 HEIGHT OF FLOAT WHEN NO
EMERGENCY SPILLWAY FLEXIBLE HOSE OTHER STORM WATER DISCHARGE
FLOAT •OPENINGS EXIST' PVC VENT
COIR FIBER BAFFLES (MAJOR STORM EVENT) PIPE
(PRACTICE STANDARD 6.65) STONE DAD o INVERT OF LOWEST STORM FLOAT
PLAN VIEW (below skimmer) F_ WATER DISCHARGE OPENING
WOOD STAKE
SEALS
OR METAL POST �. ELEVATION "A" -
° TOP VIEW _
D PVC VENT PIPE
ii
i FLEXIBLE HOSE MUST BE
TOP OF EMBANKMENT • SECURELY FASTENED TO
RISER STRUCTURE THE WATER QUALITY
1'MIN DISCHARGE OPENING L= 1.4 X DEPTH
TRASH RACK °� EMERGENCY SPILLWAY OUTLET PIPE
FREEBOARD
pll�➢p.� a TO THE OVERFLOW
11 MIN. } 11=YY=IIY=YY=Y1=I 91I1=I- ? FLEXIBLE HOSE 101IMUM LENGTH APPLIES
SKIMMER—r► IIIt�AH;011�1111=1111=(III=YII�IIY�Yd<lsr
°`u=>>@V=1iVJIIi=Illi=III=YII=uV=YV=VV=VY�_
z5 YY�IIVII�uVV UUVAI�YVV�(IVY(UVYII IsU �Iluu Vll�ukllVVY�VV4cIIVSCHEDULE 40 PVC PIPE
(BARREL OR ARM)
I\• ° . ° \ BARREL
\�—PIPE
WATER ENTRY UNIT
MARION, NC
RAMCLASS B STONE PAD i °
(4'X 4'X V MIN.) ANTIFL ro A ION BLOCK SECTIONAL VIEW t CUT-OFF ANTI-SEEP STABILIZED END VIEW SIDE VIEWBaxt�r
TRENCH COLLAR CLASS B STONE PAD
' 2'DEEP OUTLET (NO SCALE • (4'x4'x1')
1.1 NORTH COVE WWTP
FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET �w FIRCLOTH:SDN IND.
WNW FAIL-111 1,MMERSON COY
u C NOTESTELEPHONE: [phone]
1.SEED ANDPLACE MATTINCTFOR EROS 10NCONTROLONINTERIORANDEXTERIO RSIDESLOPFS. STRUCTURE EMAIL: WARRENOFAIRCLOTHSNMMER.COM
ATLBAXNC.EN01
2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
E 3.INSTALL SKIMMER AND INTO EMBANKMENT 1 FT.
4.THE ARM PIPE HALL HAVE APLIMIINIMUMG TOS EER NGTH OF STRUCTURFT.BETWE NLTHE SKIMMER AND COUPLING.FROM BOTTOM OF BASIN. SEDIMENT BASIN SKIMMER D ETAI L
_ Baxter North Cove W WTP
SldmmerSedrmeMBasin Design
Extend 9gaugewire tobasin side orin�stallT--post toandar 2 23 OCT 15 NCDENR COMMENTS JH
Criteria Pond A Pond B Drape baffle material overwire strand and ° baffle to side of basin and secure tovertical post
1 2 OCT 15 CML PACKAGE NO.1 AH
DIM'A I' secure with plastic ties at posts and on wire 12'
Drainage Area(ac) 3.07 1.37 Po every 0 18 SEP 15 NCOENR PERMIT JH
TIE IN TO NO. ' DATE ISSUED FOR BY
Disturbed Drainage Area ac 2.32 137 GRADE 4'Mmt.
Minimum Required Sediment Storage
N Volume 1800cu. ac a.ft 4176 2,466 C1• DIN p
Provided Sediment Storage Volume cu.ft 9,767 2992 B 1 5°pf "! COPYRIGHT: NORTH
RO A,
10-YR Storm Peak Flow rate Cs 19.81 2992 0 0 9Gauge MhHgh • \ 2015 NORTH raTtouNA, INC
W Tension Wire Strand 3'M1N. Variable Depth
Minimum Surface Areas .ft 6,438 3,416 DATE: OCTOBER 2015
Provided Surface Areas .ft 8 L98 3,627 Shall Be Secured
B To Post To Support
H Bottom of Pond Elevation(ft) 1462 1465 10' Baffle Material '' Secure bottom of baffle to ground with PROJECT NO.: ATLBA%NC EN01
To of Pond Elevation(ft) 1467 1470 i I ° 12'staplesat 12'maximum spacing. FILE E' AR-ES-10
u 12-INCH OSO RIPRAP
EmbankmentWldth`(ft) _ 8 8 CEonx1LEFAemc - DESIGNED BY A HACEN
o Max Sediment StorageElevation ft1465PREFERAN
ikflle Matenal DRAWN BY: R. KUNZ
Cl ean Out Elevation ft 1463.8eP¢LwArrAeu •�
VARIES Lxr eYP. eYP� / Baffle Material CHECKED BY: J. HUCHEY
'A.r miZr •e,r ur
Pond Side Slopes H:V REFER TO PLAN ee°1iE�� em" 04' r4 ns ILA SHEET TITLE
RlserCrestElevation ft1465 PONDA w r s 1 CIVIL
Bartel Pipe Diameter° 24"HDPE Pp,�e e , , Ifthe temporary sediment basinwill be "GaugeBarrel PI a Invert at Riser ft1462 converted to a permanent storrnwater basin. EROSION AND
SarrelPi eInvertatOutlet ft 1461.7 1464.4 of greater depth,the baffle height should be SEDIMENT CONTROL
RiserDlameter 36"HDPE 3o•HDPE EMERGENCY •SPILLWAY DETAIL based on the pool depth during useasa I DETAILS (3 OF 3)
o Antiflotation Block Dimensions Lx W x D 3'4"x 3'-8"x 1.5' Tx Tx 15' temporary sediment basin. ;
lEmergencV Spillway Bottom Width ft 10 6 °
lEmergency SpilhWay Bottom Elevation(ft) 1466 1469
lEmergency Spillway Side Slope(H:V) 1 3:1 3:1 Note:install three(3)coirfiber baffles in basins '----_Steel Post
= at drainage outlets with a spacing of 1/4 the T-0-Depth
4 A SKIMMER SEDIMENT BASIN (WITH RISER BARREL PIPE) basin length.Two(2)coir fiber baffles can Baffle Material should be secured to the bottom
installed in the basins less than 20 ft in length and sides of basin using 12'landscape staples
with a spacing of 1/3 the basin length. SCALE
NOT TO SCALE
POROUS BAFFLE DETAIL AR-ES-10
SHEET 10 OF 10

a
m
z
v
X
v

ARCADIS
Appendix D
Electrical Single Line Diagrams

1 2 3 4 S 8 if M, ARCADIS
•. ° ° r °{ ° + �! •° bQ ' PROPOSED ROUTING' .,�F�lA(,f.+ g // J,' +° `r.;,'jjr ''F'Y.dp°,ti f 1� {', •;i' ' +'2 Infrastructure Water-Enwronment-Buddings
FOR UNDERGROUND POWER �"I • o °t° •��' a �' '� LEGAL ENTITY
•• •. •y &CONTROLS CONDUITS +,C' s �' b �F • �,PtEt� +.C '+, I•, \
I ° �°•' ARCADIS GdcM OF
y a 4eR °$ ti s` •• ° / �{„�''• F��,a`', "�a , ,�o� •0� 'LOCATION OF + °�•t r•eudlo; p'' NORTH CAROLINA, INC.
,! I`° •°° ° ° "�'a. ° •°•® ,;j'. FF ,a° MCC E08 ° t ,a t� CERTIFICATE OF AUTHORIZATION N0. 7917
�°_ �t• � •%+�° • •4• - - °naa a B..i",•D�
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� $ d '•a' ,j ,a,,4�; :, �y'=!;1' \ , " �`°� t i`i ..'�;�,' m 1 ,:.1..;r� PRELIMINARY
DO NOT USE FOR
'NS'° CONSTRUCTION
4sgq�:` REFER TO SHEET` ,0 _ ,d 11fi� ,�c� ,, ���' �'Ar e���`�\ +'�,�w °�\ °m a�• _ °*'"4•a• a'Vlb`'r, •O'� •%%:'• /^ ,j�; .. -° ,, - s a �° m` •°t
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\p a sb dW 'e y 'k. r ;y 4 Ix' t, •�o -f °ye ;°e,°�`;t• t}>\\•�°�° ° '18', pP/ °�.e.a /. \ _c•,k 3-`
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qi�L°:
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16
•PROPOSED MOTORIZED SECURITY % ° °� m � d °�`
� C GATE LOCATION •� ^�: I •d�o - �' -�� \ •�-'_' °° }f ate,° ;\ ° ..
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a • `(. ° I UTIILITY `DI' A I MCC BFP • .°b f ,y f ' 'd° ° °io'. '
SERVICE DROP •a.• $• .I 's✓s ° e L' _ °,• t t, °'� `„ .'4• {' •r ° ,!. °�. °
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•\ ?n °° _ ;,�° I 't °°�''•1,b'E` TO BE DEMOLISHED CS /� ,•s' \` :o , ' ' ;t• A 24 APR 15 BODR REVIEW KK
REMOVE SAND REPLACE` ° f TRENCH J -''C7�TJ ° •° •d o;a d• ° •a° . ° •r oa•. NO DATE ISSUED FOR BY
I" XISTING 48 rCMP.NS,T H,41p • "' °®" DRAIN ,� -]EXISTING UTIILITYI "
6'0" RCP (BLRIED,°TYFT), ,I = _ s•' XFMR TO BE I r. •°•° '.:' ° ° .�..�.�.�:[� °
` 1° IDEMOLISHED '> r••t 'g �•• I•.•,
o \° �' ° •. •a-i ° I •• °• (EXISTING GENERATOR ° �° $° ! ° ,!` •• a •ey°° �• COPYRIGHT ARCADIS GhM OF
• ° ° ° .• • ° ° TO BE DEMOLISHED "
�`�•. ,a �Ia• ° s'•". • '��' 2015 NORTH CAROLINA, INC
••• ° _ �. �- ems. ae � °
°• M'• •�• •° °a•e°a, ° ° 'I.• ,1 '(�' ° '� ° •••" •°. • j•'' ° ;4--. - ° ° .I• DATE: SEPTEMBER 2015
LECTRIC •e• \• o-1 ••', SI °• f t\, 1'- ° '� 1 °°?° •a• w••g.° °�' ey�t' PROJECT NO.. 09411004.0000
N ;ATE• \ .p°�. ... °ae° ° ° I° °e. 1,j•,,- Off, y'•t °° �r•, °,• '•�'S `�°• a ° , ' '•°' FILE NAME: E-01
{°e'•.° '�' :°>:• • ?3,:° .IL�•^ ° e •�{'°a �'� ,•14• •A°° ° .I,�, /•�,°. DESIGNED BY K. KURELLA
z °• �° •�• •p• V. NGUYEN
�mG�' .. r,t'`_\° .R I ' .,8 •w °a T i y �.L°:�� •°• �•" .. °d - �, •�• I °� DRAWN BY:
°G,y '• \t"P.. e \ -� 7 ° •.1 1 ye,, •eP�, °.f e• ° - _ ° i. / ° CHECKED BY: I. CON ZAL 2
° ° •Jch� I SHEET TITLE
. ��,�\ , •• \ ° '\ .. - p P �,�. t .a;., ° .;' .,t ELECTRIrwL
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•\° °GRAVE ° °\ _ �� •°1,., /,,Yr• •• °�� ,.- ,:` i� b ° .4 °
�\ :� ,t; y ,,•.° e :, • I• ELECTRICAL SITE PLAN
` • ° e' .\ '* ,• LOCATION OF,
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i .. ° • ° • "as yF. I -- I ► .,fico "N;L'-• -
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• ° - •A ° ° •°' °� a. .q. 1 �'Ct` Y'kw`�"., SCALE:
60
SHEEP OF 9

1 2 13 t 5 8 ARCADIS
UTILITY DIESEL GEN SET
Infrastructure-Water-Environment Buildings
125OKW/48OV/3O LEGAL ENTITY:
ARCADIS G&M OF
G MCC MDP 1 NORTH CAROLINA, INC.
0 UTILITY XFMR CERTIFICATE OF AUTHORIZATION NO. 7917
1000 KVA(PROPOSED)
E 48O/3O/4W SECONDARY 3 °
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2000AF 500-YR FLOOD 1474.0-
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REACTOR REACTOR REACTOR REACTOR
- NORTH COVE YYYVTP PLAN
20 20 20 30 30
09411004.0000
DSP-001 DSP-002 MSP-001 MSP-002 MSP-003 MSP-004 MSP-005 MPP-001 MPP-002
DIGESTER DIGESTER RAS RAS RAS RAS RAS MBR MBR
SLUDGE SLUDGE PUMP PUMP PUMP PUMP PUMP PERMEATE PERMEATE
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�j A 24 APR 15 BODR REVIEW KK
w A 124 APR 15 BODR REVIEW KK
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o DATE: SEPTEMBER 2015
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PROJECT NO.: 09411004.0000
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FILE NAME: E-02
DESIGNED BY: K. KURELLA
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CHECKED BY: 1. GONZALEZ
SHEET TITLE
EIECTRIC.AL
SINGLE LINE
VFO VFD DIAGRAM MAIN
(30 HP) (30 HP)
SERVICE AND
DISTRIBUTION
48OV/3O 48OV/3O
3%UNE 3%LINE
REACTOR REACTOR 60 /1 OF n
225 60 30 30 60 60 60 :30 130 130 60 60 ` LA30 30 150 10 5 5 7s 15 10 10 10 15 7.g 7.5
MPP-003 MPP-004 PROCESS MBR BSP-001 BSP-002 COM-001 COM-002 CONDENSING CONDENSING CONDENSING AIR EXHAUST EXHAUST CONDENSING ELECTRIC ELECTRIC SCALE:
MBR MBR CONTROL CASSETTE BUILDING BUILDING AIR AIR UNIT 1 UNIT 2 UNIT 3 HANDLING FAN 1 FAN 2 UNIT 4 UNIT UNIT NONE
PERMEATE PERMEATE BUILDING REMOVAL SUMP SUMP COMPRESSOR COMPRESSOR UNIT HEATER 1 HEATER 2
PUMP PUMP GENERAL EQUIPMENT PUMP PUMP FOR FOR r�o n
POWER PRIMING PRIMING C L
ASSIST ASSIST
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SHEET OF 9

1 2 3 4 5 8
tlluvd ARCADIS
infrastructure-Water Environment-Buildings
LEGAL ENTITY:
ARCADIS C&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
NOTES:
500-YR FLOOD EL. 1474.0'
BLDG. FLOOR SLABS®1475.0'
SEALS
D — — — — — — — — — — — — — — — — — — — PREUMINARY
DO NOT USE FOR
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NORTH COVE WWTP PLAN
Q XLMBR
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45 KVA
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S
7PANEL P
D TO MCC MDC1 TO MCC MBR1 TO MCC EOB TO MCC DWB TO MCC UVS TO MCC MXT TO MCC FLB TO MCC DSC TO MCC CPB A 24 APR 15 BODR REVIEW KK
w
75 75 7.5 3 3 3 3 4 120/208V A 24 APR 15 BODR REVIEW KK
_ w 3 PHASE NO. DATE ISSUED FOR BY
ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTRIC HEAT HEAT HEAT 150A MLO
v� UNIT UNIT UNIT UNIT UNIT PUMP 1 PUMP 2 PUMP 3 42 CKT
o HEATER 3 HEATER 4 HEATER 5 HEATER 6 HEATER 7
w G&M OF
(SEE NOTES) 20115 IGHT NORTHI CAROLINA. INC.
w
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DATE- SEPTEMBER
J B = PROJECT NO: 09411004.0000
N r FILE NAME E-03
a
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DRAWN BY: V. NGUYEN
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CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE DIAGRAM
MAIN SERVICE &
NOTES: DISTRIBUTION
THE FOLLOWING LOADS ARE FEEDED BY LMBR PANEL
MBR - CITRIC ACID DOSING PUMP(CAP-001)
MBR - CITRIC ACID DOSING PUMP(CAP-002)
MBR - SODIUM HYPOCHLORITE DOSING PUMP RHP-001
MBR - SODIUM HYPOCHLORITE DOSING PUMP �SHP-002
4 A EXHAUST FAN 3
EXHAUST FAN 4
LOUVER 1
LOUVER 2
LOUVER 3 SCALE:
LOUVER 4 NONE
LOUVER 5
E-03
SHEET OF 9

2 3 4 5 8 P\ ARCADIS
lnfrasVuf crurn-Water-Enwronment Buildings
LEGAL ENTITY,
ARCADIS C&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
NOTES:
500-YR FLOOD EL. 1474.0'
BLDG FLOOR SLABS O 1475.0'
TO MCC MDP1
MCC MDC1
SEALS
PREUMINARY
200 DO NOT USE FOR
200 CONSTRUCTION
o
- 480V, 200A
42,000 AIC 60 7080
Do
30 ) 00 > 160 ) 160 ) 15 )MCP
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P MARION, NC
S Baxter
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-
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#3/0
Q XLMBR
45 KVA VFD VFD VFD WD
480V-120/208V (50 HP) (50 HP) (2 HP) 145 KVA)
3 PHASE. 4 WIRE 480V/30 480V/30 48OV/30 48OV/30
3%LINE 3%LINE 3%LINE 3%LINE
REACTOR REACTOR REACTOR REACTOR
S A 24 APR 15 BODR REVIEW KK
PANEL P A 24 APR 15 BOOR REVIEW KK
"LMDC1" D 50 50 2 45 N0. DATE ISSUED FOR BY
120/208V
3 PHASE DAB-001 DAB-002 DAB-003 GENERAL
3 150A MLO DIGESTER DIGESTER DIGESTER DIGESTER COPYRIGHT: ARCADIS G&M OF
42 CKT AERATION AERATION AERATION BLOWERS 2015 NORTH CAROLINA, INC.
BLOWER BLOWER BLOWER CANOPY
(SEE NOTES) GENERAL
POWER
DATE- SEPTEMBER 2015
B PROJECT NO.: 09411004.0000
FILE NAME: E-04
DESIGNED BY: K. KURELIA
i
DRAWN BY: V. NGUYEN
CHECKED BY: I. GONZALE2
SHEET TITLE
ELECTRICAL
NOTES: SINGLE LINE
THE FOL DIGESTER INLOA DECANTER(ADBOOMDCI PANEL DIAGRAM 1MCC
o
AEROBIC DIGESTER DECANTER ADT-002;
i
A
SCALE-
NONE
E-04
SHEET OF 9

1 q 3 4 5 8
w ARCADIS
infrastructure•Water-Environment-Bindings
LEGAL ENTITY:
ARCADIS C&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
500—YR FLOOD EL. 1474.0'
BLDG. FLOOR SLABS O 1475.0'
TO MCC MDP1
° — — SEALS
0 PRELIMINARY
DO NOT USE FOR
100 CONSTRUCTION
soo MCC MBR1
I °
48OV, 600A
42,000 AIC
1 60 1 90 1 90 90 1 100 ) 200 MAPoON, NC
)
J 30 J 100 J 100 100 J 100 250 Baxter-
I
S I NORTH COVE WWTP PLAN
I D
a (,` N
G 09411004.0000
X13/0
VFD VFD VFD VFD
48OV/30 48OV/30 480V/30 480V/30
A 24 MR 15 BOOR REVIEW KK
3%LINE 3%LINE 3%LINE 3%LINE A 124 MR 151 BOOR REVIEW KK
REACTOR REACTOR REACTOR REACTOR
N0. I DATE I ISSUED FOR BY
100
Q
COPYRIGHT- ARCADIS G&M OF
2015 NORTH CAROLINA. INC.
40 40 40 50 30
MSB-001 MSB-002 MSB-003 MSB-004 MBR TANKS DATE: SEPTEMBER 2015
y B MSCOUR MSCOUR SCOUR MCOUR GENERAL
BR AIR BR AIR MEIR AIR BR AIR CANOPY PROJECT NO. 09411004.0000
BLOWER BLOWER BLOWER BLOWER POWER ° FILE NAME: E-05
DESIGNED BY: K. KURELLA
DRAWN BY: V. NGUYEN
CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE
DIAGRAM MCC
MBR1
A
1
SCALE:
NONE
E-05
SHEET OF 9

1 2 3 4 5 8 IM, A1'1CADIS
infrastructuie,N/ater Environment Buildings
LEGAL ENTITY
ARCADIS G&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION`NO 7917
E
NOTES. °
500—YR FLOOD EL. 1474.0'
BLDG. FLOOR SLABS ®1475.0'
TO MCC MDP1
SEALS
p41 PREUMINARY
600 DO NOT USE FOR
600 MCC MAB 1 CONSTRUCTION
I
480V. 600A
42,000 AIC
1 60 1 200 1 200 1 200 90 1 40 1 40 1 40 250
JJ J J J J J MARION. NO
30 250 250 250 100 100 100 100 250
I Baxter
I
S
P NORTH COVE WWTP PLAN
D
C N
G 09411004.0000
VFO VFO VFD VFO
(100 HP) (100 HP) (100 HP) (40 HP)
480V/30 480V/30 480V/30 48OV/30
3%LINE 3X LINE 3R LINE 3R LINE. A 24 APR 15 BODR REVIEW KK
REACTOR REACTOR REACTOR REACTOR
A 24 APR 15 BODR REVIEW KK
60 60 60 30 N0. DATE ISSUED FOR BY
100 100 100 40 15 15 15 150 2015COPYRICHT: NORTH CAROUNA, INC.
BAB-001 BAB-002 BAB-003 BAB-004 AERATOR 1 AERATOR 2 AERATOR 3 AERATION
BIOREACTOR BIOREACTOR BIOREACTOR BIOREACTOR BLOWER DATE: SEPTEMBER 2015
W 9 AERATION AERATION AERATION AERATION CANOPY
BLOWER BLOWER BLOWER BLOWER GENERAL PROJECT NO.: 09411004.0000
POWER FILE NAME: E-06
ig
DESIGNED BY: K. KURELLA
i
DRAWN BY: V. NCUYEN
CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE
DIAGRAM MCC
MAB1
A
1
SCALE'
NONE
E-06
SHEET OF 9

1 2 1 3 1 4 1 5 8 ARCA®IS
Infrastructure,vlare!•Environment•Bmldmgs
LEGAL ENTITY:
` ARCADIS C&M OF
NORTH CAROLINA, INC.
° CERTIFICATE OF AUTHORIZATION N0, 7917
E
500-YR FLOOD EL. 1474.0'
BLDG FLOOR SLABS®1475.0'
TO MCC MDPT
SEALS
PRELIMINARY
D 400 00 NOT USE FOR
400 MCC EQB CONSTRUCTION
I
48OV, 4O0A
42,000 AIC
1 60 1 40 1 40 1 40 \ 40 80 80 30 30 1 70 20 1 20 1 100 1 40 1 125
30 J 100 J 100 J 100 J 100 100 100 100 100 J 100 100 J 100 J 100 J 100 J 725 MARION. NC
- I Baxter
I S I o e
D NORTH COVE WWTP PLAN
N
C G 09411004.0000
\' #3/0 0XLEQB
45 KVA
VFD VFD VFD VFD
(30 HP) (30 HP) (10 HP) (10 HP) 48OV-12O/2O8V
48OV/3O 48OV/3O 48OV/3O 48OV/3O 3 PHASE, 4 WIRE
3R LINE 3%LINE 3%LINE 3%LINE A 24 APR 15 BOOR REVIEW KK
REACTOR REACTOR REACTOR REACTOR
A 24 APR 15 BODR REVIEW KK
60 60 60 160 30 30 100 60 :125 NO. DATE ISSUED FOR BY
S
PANEL P
LEOB' D COPYRIGHT: ARCADIS G&M OF
X15, /15� �15, �15� 30 30 10 105 4 45 15 2015 NORTH CAROLINA, INC.
\ \ \ 1,15) 12O/2O8V
S 3 PHASE
J PEA-001 PEA-002 HEA-001 HEA-002 PFP-001 PFP-002 HFP-001 HFP-002 15OA MLO SIDE HILL ELECTRIC SIDE HILL EO BASIN EO BASIN
PRI EO PRI EO HIGH RICH PRIMARY PRIMARY HIGH RICH 42 CKT SCREENS UNIT SCREENS ELECTRICAL PUMPHOUSE DATE: SEPTEMBER 2015
BASIN FLTG BASIN FLTG STRENGTH STRENGTH FEED FEED STRENGTH STRENGTH CONVEYOR HEATER CANOPY ROOM GENERAL
v GENERAL GENERAL POWER PROJECT NO.: 09411004.0000
B MIX AERTR MIX AERTR EO BASIN EO BASIN PUMP PUMP FEED PUMP FEED PUMP (SEE NOTES)
(RE) (RE) FLTG MXR FLTG MXR POWER POWER FILE NAME: E-07
G - AERTR (RE) AERTR (RE)
DESIGNED BY K. KURELIA
i
DRAWN BY: V. NGUYEN
CHECKED BY: I GONZALEZ
SHEET TITLE
ELMMICAL
SINGLE LINE
o
DIAGRAM MCC
EQB
NOTES:
THE FOLLOWING LOADS ARE FEEDED BY LEOB PANEL
- EXHAUST FAN
A AIR HANDLING UNIT
LOUVER
INFLUENT TOC/COD ANALYZER
SCALE:
NONE
E-07
SHEET OF 9

1 2 3 4 5 8 PM ARCADIS
lnhastructure•N/arer En»ronment•Buiklings
LEGAL ENTITY:
ARCADIS ChM OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
NOTES:
500-YR FLOOD EL. 1474.0
BLDG. FLOOR SLABS 0 1475.0'
TO MCC MDP1
SEALS
0 400 PRELIMINARY
aoo O NOT USE
MCC DWB D CONSTRUCTION R
48OV, 400A
42,000 AIC
1W 150
70 20 20
30 ) 100 ) 100 ) 100 ) 100 ) 100 ) 100 ) 100 ) 100 ) 100 ) 100 ) 250
MAPoON, NC
Baxter
S
D NORTH COVE WWTP PLAN
N
09411004.0000
_ XLEOB
45 KVA VFD VFD
8PHASE,42
3WIRE (50 HP) (15 HP)
480V/30 480V/30
3%LINE 3%LINE
REACTOR REACTOR
A 24 APR 15 BODR REVIEW KK
:30 :3MO :30 t30 :30 30 30 250 A 24 APR 15 BOORREVIEWKK
SISSUED FOR BY
PANEL P
•��- D 50 15 4 4 150
12O/208V COPYRIGHT: ARCADIS GRM OF
3 PHASE 2015 NORTH CAROLINA. INC.
150A MLO CSP-001 CSP-002 TRUCK EXHAUST CEN-001 CON-001 SCP-001 ELECTRIC ELECTRIC DEWATERING
i 42 CKT SECONARDY SECONARDY LOADING FAN CENTRIFUGE CENTRIFUGE DEWATERED UNIT UNIT BUILDING
CONTAINMENT CONTAINMENT CONVEYOR (CONVEYOR) SLUDGE HEATER 1 HEATER 2 GENERAL DATE: SEPTEMBER 2015
PUMP PUMP PUMP POWER
w B (SEE NOTES) PROJECT NO.: 09411004.0000
i FILE NAME: E-08
DESIGNED BY: K. KURELLA
i
DRAWN BY: V. NGUYEN
i
CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
o SINGLE LINE
o
DIAGRAM MCC
a
DWB
NOTES:
THE FOLLOWING LOADS ARE FEEDED BY LDWB PANEL
A LOUVER
$ POLYMER PUMPSPLP-001
POLYMER PUMPS PLP-002
POLYMER DOSING SKID
SCALE:
NONE
E-08
SHEET OF 9

1 2 3 4 5 8 0' ARCADIS
infrastrucNre Water-Environment•Buitdings
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
NnTFc•
500—YR FLOOD EL. 1474.0'
BLDG FLOOR SLABS O 1475.0'
TO MCC MDP1 TO MCC MDP1
DP FLB DP DSC SEALS
0 — — — — — — — — — — — PREUMINARY
DO NOT USE FOR
CONSTRUCTION
_ 2O0 I I zoo
200 ) 200
48OV, 2O0A 48OV, 2O0A
42,000 AIC ` 42,000 AIC
n1 30 1 20 100 ` 20 30 20 20 40
\ J 100 J 100 100 J 100 ) 100 ) 100 ) 100 100
MARION, NC
IP s Baxter
I I D I NORTH COVE WWTP PLAN
N N
a C G G
— — — — — � 09411004.0000
EIR
#3/0 k3/0
XLMBR — 45MKVA
45 KVA 4BOV-120/208V
,](j
OV-12O/2O8V 3 PHASE, 4 WIRE
* PHASE, 4 WIRE
A 24 APR 15 BODR REVIEW KK
100 30 30 60 A 24 APR 15 BODR REVIEW KK
S N0. 64TE
ISSUED FOR 81'
PANEL P
45 4 "CEEB" D
0 12O/2O8V 5 15 COPYRIGHT• ARCADIS G&M OF
3 PHASE 2015 NORTH CAROLINA, INC
FLUME ELECTRIC 15OA MLO SCV-002 ROTARY
BUILDING UNIT 42 CKT SCREENINGS DRUM
GENERAL HEATER CONVEYOR SCREEN DATE- SEPTEMBER 2015
- POWER SEE NOTES AREA
(SEE NOTES) ( ) AREA
PROJECT NO.: 09411004.0000
B POWER
FILE NAME: E-10
DESIGNED BY: K. KURELLA
DRAWN BY' V. NGUYEN
CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE
DIAGRAM DP
FLB AND DP
NOTES. DSC
1. THE FOLLOWING LOADS ARE FEEDED BY LFLB PANEL
EFFLUENT FLOW METER(FIT 1)
EXHAUST FAN
A LOUVER
1 2. THE FOLLOWING LOADS ARE FEEDED BY LDSC PANEL
ROTARY DRUM SCREEN (RDS-001)
ROTARY DRUM SCREEN (RDS-002) SCALE:
NONE
E-10
SHEET OF 9

1 2 3 4 5 8 ARCADIS
infrastr0ctvre�Water Environment-Buildings
LEGAL ENTITY-
ARCADIS G&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO 7917
a E
NQS;
500-YR FLOOD EL. 14740'
BLDG. FLOOR SLABS 0 1475.0'
TO MCC MDP1
DP CPB
F0 - - .- - - - - ___1
10=000
00 I SEALS
200
PRELIMINARY
D I
480V, 200A DO NOT USE FOR
CONSTRUCTION
42,000 AIC 20
100 ) 100 ) 100 ) 100 ) 100
jp
\
� I I MAPoON, NC
N
G Baxter
NORTH COVE WWTP PLAN
N3/0 — —
QXLMBR
C 45 BIR
y 4e0V-120/208V 09411004.0000
i 3 PHASE, 4 WIRE
E
100 30 30
C
S
o� PANEL P
"LCPB" D 45 3 3
120/208V
3 PHASE CHEMICAL ELECTRICAL ELECTRICAL
150A MLO A 24 APR 15 BOOR REVIEW KK
42 CMT PUMP UNIT UNIT A 24 APR 15 BOOR REVIEW KK
BUILDING HEATER 1 HEATER 2 N0. DATE ISSUED FOR BY
- GENERAL
(SEE NOTES) POWER
COPYRIGHT: ARCADIS G&M OF
0
2015 NORTH CAROLINA, INC.
i
DATE: SEPTEMBER 2015
PROJECT NO.: 09411004 0000
W B FILE NAME: E-11
DESIGNED BY: K KURELLA
DRAWN BY: V NGUYEN
CHECKED BY: I. GONZALEZ
i
SHEET TITLE
NOTES: ELECTRICAL
THE FOLLOWING LOADS ARE FEEDED BY LCPB PANEL
ANTIFOAM DOSING PUMP (AFP-001)
ANTIFOAM DOSING PUMP(AFP-002; SINGLE LINE
ANTIFOAM DOSING PUMANTIFOAM DOSING SKDP(AFSP0010) DIAGRAM DP
UREA DOSING SKID (AUS-001 /AUS-002)
CAUSTIC DOSING SKID(CAS-001 /CAS-002) CPB
EXHAUST FAN
LOUVER
o SODIUM HYDROXIDE DOSING PUMP (NAP-001)
SOD LIM HYDROXIDE DOSI
i PHOSPHORICACID DOSING PUMPP(P(APP--0010))
PHOSPHORIC ACID DOSING PUMP (PAP-002)
A PHOSPHORIC ACID DOSING SKID (PAS-001 /PAS-002)
SAFETY SHOWER EYEWASH STATION (SSE-001)
SAFETY SHOWER EYEWASH STATION (((SSE-0023)
SAFETY SHOWER EYEWASH STATION SSE-003
SAFETY SHOWER EYEWASH STATION SSE-004 SCALE.
UREA DOSING PUMP UDP-001) NONE
UREA DOSING PUMP UDP-002)
E-11
SHEET OF 9

2 3 4 5 8 ARCADIS
infrastructure,Water Enwronment-50ding5
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZAT10N'NO. 7917
E
NOTES:
500-YR FLOOD EL 1474.0
BLDG. FLOOR SLABS O 1475.0'
TO MCC MOP1
DP CPB
200 I SEALS
200
0 I I PRELIMINARY
DO NOT USE FOR
4BOV, 200A+ -
CONSTRUCTION
42,000 AIC 20 20
100 ) 100 ) 100 ) 100 ) 100
S
C P
D
I MARION.
N
G Bartel"
NORTH COVE WINTP PLAN
X3/0
Q :.R45 A
48OV-120/208V 09411004.0000
t� 3 PHASE, 4 WIRE
Zp
100 30 30
S
PANEL P
�LCPB' D 45 3 3
120/208V
3 PHASE A 24 APR 15 BODR REVIEW ]KK150A MLO CHEMICAL ELECTRICAL ELECTRICAL
42 CKTPUMP UNIT UNIT A 24 APR 15 BODR REVIEW
BUILDING HEATER 1 HEATER 2 NO. DATE ISSUED FOR BY
GENERAL
(SEE NOTES) POWER '
COPYRIGHT: ARCADIS G&M OF
0
2015 NORTH CAROLINA, INC.
GATE: SEPTEMBER 2015
PROJECT NO.: 09411004.0000
w 8
FILE NAME: E-11
i
DESIGNED BY: K. KURELLA
DRAWN BY: V. NGUYEN
0
- CHECKED BY. I. GONZALEZ
SHEET TITLE
NOTES: ELECTRICAL
THE FOLLOWING LOADS ARE FEEDED BY LCPB PANEL
o ANTIFOAM DOSING PUMP(ANTIFOAM DOSING (AFP-001PUMP AF )
o ANTIFOAM DOSING PUMP(AFP-003) SINGLE LINE
ANTIFOAM DOSING SKID (AFS-001) _ DIAGRAM DP
UREA DOSING SCAUSTIC DOST GKISKID(CAS-001 /CAS 002) CPB
EXHAUST FAN
LOUVER
c
SODIUM HYDROXIDE DOSING PUMP (NAP-001)
SOD PHOISPHORILIM CRACIDOX ED09NGDOSING
PUMP PUMP
((PAPP 00
10))
PHOSPHORIC ACID DOSING PUMP (PAP-002)
A PHOSPHORIC ACID DOSING SKID (PAS-001 /PAS-002)
SAFETY SHOWER EYEWASH STATION (SSE-001)
SAFETY SHOWER EYEWASH STATION(((SSE-0023)
SAFETY SHOWER EYEWASH STATION SSE-003
SAFETY SHOWER EYEWASH STATION SSE-004 SCALE:
UREA DOSING PUMP (UDP-001) NONE
UREA DOSING PUMP (UDP-002)
E-11
SHEET OF 9

1 2 3 4 5 8 ARCADIS
infrastructure-water•Environment Buildings
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
50tl 0-Y FLOOD EL. 1474.0'
BLDG. FLOOR SLABS®1475.0'
TO MCC MDP1 TO MCC MDP1
DP FLB DP DSC SEALS
G - - - - - - - - - - - PREUMINARY
DO NOT USE FOR
CONSTRUMON
_ 200 I I 20o
I ) 200 200
48OV, 200" 480V, 200A
42,000 AIC 42,000 AIC
n 1 30 1 20 1 100 1 20 30 20 20 40
J 100 J 100 J 100 J 100 > 100 ) 100 ) 100 100
MAPoON, NC
Baxter
tp ip
I
I I I NORTH COVE WWTP PLAN
N I I N
C G G
- - - - - � 09411004.0000
g3/0 M3/0
XLMBR = 45MBR KVA
45 KVA 48OV-120/208V
a ,]( 48OV-120/208V 3 PHASE, 4 WIRE
*\ 3 PHASE, 4 WIRE
A 24 APR 15 BODR REVIEW KK
100 30 30 60 7 TL q 24 APR 15 BODR REVIEW KK
S NO. I DATE I ISSUED FOR BY
S PANELP
PANEL P 'LFLB. D
'LFLB' D 45 4 120/208V 5 15 COPYRIGHT: ARCADIS G&M OF
0 120/208V 3 PHASE 2015 NORTH CAROLINA. INC.
3 PHASE FLUME ELECTRIC
150A MLO 150A MLO SCV-002 ROTARY
42 CKT BUILDING UNIT 42 CKT SCREENINGS DRUM
GENERAL HEATER CONVEYOR SCREEN DATE: SEPTEMBER 2015
POWER (SEE NOTES) AREA
B (SEE NOTES) GENERAL PROJECT NO: 09411004.0000
POWER
i
FILE NAME: E-10
DESIGNED BY: K. KURELLA
DRAWN BY: V. NGUYEN
CHECKED BY: I GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE
DIAGRAM DP
FLB AND DP
o NOTES: DSC
i
1. THE FOLLOWING LOADS ARE FEEDED BY LFLB PANEL
EFFLUENT FLOW METER (FIT 1)
EXHAUST FAN °
4 A LOUVER
1 2. THE FOLLOWING LOADS ARE FEEDED BY LDSC PANEL
1u ROTARY DRUM SCREEN (RDS-001)
ROTARY DRUM SCREEN (RDS-002) SCALE:
NONE
E-10
SHEET OF 9

1 2 3 4 5 8 a ARCADIS
trlfrastructure•vvlater,Environment-Buildings
LEGAL ENTITY:
ARCADIS ChM OF
NORTH CAROLINA, INC.
CERTIFICATE OF AUTHORIZATION NO. 7917
E
NOTES:
500-YR FLOOD EL. 1474.0'
BLDG FLOOR SLABS®1475.0'
TO MCC MDP1 TO MCC MDP1 SEALS
DT
PRELIMINARY
DP UVS DP MXT DO NOT USE FOR
CONSTRUCTION
zoo 200
200 1200
I I I I
480V. 200A 480V, 200A MARION, NC
42,000 AIC40 100 42,000 AIC Baxter
100 ) 100 ) 100 ) 125 ) 100 ) 100 ) 00 ) 100 > 100 ) 125
NORTH COVE WINTP PLAN
nc I P I I P I
D D 09411004.0000
I N I I N I
G G
C
1Y3/0 - - - - - - $3/0 - - - -
A 24 APR 15 BOOR REVIEW KK
ID ID(20 HP) (20 HP) A 24 APR 15 DODR REVIEW KK
48OV/30 480V/30 NO. DATE ISSUED FOR BY
3%LINE 3%LINE
REACTOR REACTOR
oCOPYRIGHT: ARCADIS G&M OF
:60 60 125 60 60 :1252015 NORTH CAROLINA, INC.
15 75 20 20 15 15
DATE- SEPTEMBER 2015
w B PROJECT NO.: 09411004.0000
UVS-001 UVS-002 UV SKID JP1 JP2 PMB-01 PMB-002 MIX TANK FILE NAME: E-09
UV SKID UV SKID CANOPY JOCKEY JOCKEY AIR AIR AREA
GENERAL PUMP PUMP COMPRESSOR COMPRESSOR GENERAL
POWER FOR pH ADJ FOR pH ADJ POWER DESIGNED BY: K. KURELLA
AND MIX AND MIX DRAWN BY: V. NGUYEN
- TANK TANK
CHECKED BY: I. GONZALEZ
SHEET TITLE
ELECTRICAL
SINGLE LINE
DIAGRAM DP UVS
AND DP MXT
U
A
1
SCALE:
NONE
E-09
SHEET OF 9

D
m
z
v
X
m

ARCADIS
Appendix E
Network Block Diagram

1 2 3 4 5 -. 6
------------r------------------ �vVtf ARCA®IS
Infrastructure
LEENTITY:aGAL ater Environment Buildings
NETWORK CABINET WORKSTATION M1 WORKSTATION M2 '
PRIMARY scADA I ARCADIS OF
NORTH
NORTH CAROLINA, INC.
} I I I ® ® I I °CERTIFlCATE OF AUTHORIZATION N0. 7917. -
EI BACKUP SCADA m I LEGEND:
m
uPse2 I I ❑ I I — . . — . . ROOM LIMITS
PROGRAMMABLE LOGIC
I I � I I - - - •r� ` ® �` ® I � CONTROLLER
UP$ 1
FACIUTY/BUILDING BOUNDARY
CONTROL ROOMI
ETHERNET ___J I FPP
— _ .._..,_ _ - FIBER PATCH PANEL
smTCH --." __� _ ...,.._..�____ ._... -- -..-__ ._. .....-..._..�. -..--- I 3 - CATEGORY 6 CABLE (ETHERNET)
TO PRODUCTION FACILITY�'FO F�FO I Fpp MAIN I F I I
FOR THE FOLLOWING
CONNECTIVITY PURPOSES I � O;IT � OIT I
- F0F0
—o— FIBER OPTIC CABLE (3 PAIR)
1) FUTURE BMS I I
OIT OPERATOR
INTERFACE
2 HISTORIAN DATA TERMINAL(3 WEB-INTERFACE 0 ITCLVENDOR COMMUNICATION CABLE/BUS
4 J I a I a I SEALS
PANEL MOUNTED 5 PORT
I i I I e e e SNATCH W IBER PORTS
'o D I I I ———— FIBER PATCH PANEL TO SNATCH CABLE PREUMINARY
i OFC INTERFAC ( DO NOT USE FOR
� �---- FOR Fu1URE I
J
BMS SYSTEM
4 o I I I VENDOR PROVIDED PANEL OR CONSTRUCTION
------------- ELECTRIC/HARDWIRED SIGNAL GROUP OF PANELS
I I
CP—MAIN I CP-BFP
II
I — ELECTRICAL ROOM I
MARION. NC
�— -----------------------------J
MAIN BUILDING _ Baxter
------ - I I --- -, -------- -
CP-D81 I o 0 WW
I I I I I _ I NORTH COVE TP PLAN
e e s
E O O I I I
CP-DB2 i i I i I II 09411004.0000
CP-AB2
E­
CP-
�DB3 I CP-MDB I I I I I O I I i CP-A83
o o I I � I I LJJJJJJ ' CP-MAB I
u_
O I CP-MBR I I CP-AB4
o I I O I I I I NO. DATE ISSUED FOR BY
L-----------J I L-----J
o_ FO J I MBR BLOWER ROOM I I COPYRIGHT- ARCADIS G&M OF
DIGESTER BLOWERS
BUILDING I I
— I I 2015 NORTH CAROLINA, INC.
�- -, L-----------J
v I I I AERATION BLOWER
DATE: APRIL 2015
9 0 FO—FO—FO—FO—FO—FO—FO—FO—FO—FO—FO—FO— ROOM PROJECT NO: 09411004.0000
FPP FO—FO—FO—FO—FO—FO—FO FILE NAME: 1-01
o I RDS
-- I -- -- DESIGNED BY:
F
r-- -----� r-- r-- DRAWN BY:
O I I I CHECKED BY:
I I I I I I
e e o
FPP I I e e o I FPP FPP FPP
UV I I I F� CHEM I I FEED I I SCRN I SHEET TIRE
I I I I I I
I I OIT I I I I I I
Do
I I
e e e I I I I e o s I I e e o I I e o s I NOTES:
1. FOR CLARITY, NOT ALL CONTROL ROOM
I AND INTERNAL PANEL CONNECTIONS ARE NETWORK BLOCK DIAGRAM
o SHOWN
OIT
/ I I I I I OIT i i OIT i i OIT I 2 VENDFRMED NEL CEACHNENTSVENDTOABE
o A I I I CP+RDS I I I I I I I UPDATED,
I I I ROTARY I I I IQ I I Q I
DRUM I
I I I I I I I I SCALE. N.T.S.
CP-UV I SCREEN I CP-CHEM CP-FEED CP-SCREEN
1-01
UV STATION ROTARY DRUM CHEMICAL BUILDING FEED PUMP HOUSE SCREEN BUILDING SHEET OF Xx
SCREEN BUILDING